ST. CLARES CARPARK EXTENSION 175 BUCKWELL ......ST. CLARES CARPARK EXTENSION 175 BUCKWELL DRIVE...

7
ST. CLARES CARPARK EXTENSION 175 BUCKWELL DRIVE HASSALL GROVE NSW 2761 STORMWATER DRAWINGS NOT FOR CONSTRUCTION ARCHITECT DTA ARCHITECTS 88 BATHURST STREET LIVERPOOL NSW 2170 CLIENT DTA ARCHITECTS 88 BATHURST STREET LIVERPOOL NSW 2170 ST. CLARES - CARPARK EXTENSION 175 BUCKWELL DRIVE HASSALL GROVE 2761 A1 TX14135.00 - C01 TX14135.00 - ISSUE DRAWING TITLE PROJECT AMENDMENTS DATE ISSUE DRAWN DESIGNED DATE SIZE CAD REF BY PROJECT No. DRAWING No. TO BE PRINTED IN COLOUR 1300 874 294 | TRIAXIAL.COM.AU SUITE 12, LEVEL 14, 327 PITT STREET, SYDNEY NSW 2000 PO BOX A203, SYDNEY SOUTH NSW 1235 COVER SHEET C1.00 0 CHECK PRINT ENG/DRAFTER: DATE: NOTE: THIS IS A PLANNING DRAWING ONLY, FOR THE PURPOSE OF CONCEPTUAL DESIGN AND/OR PLANNING. FURTHER DETAILED ENGINEERING DESIGN INCLUDING SPECIFICATIONS, SIZING AND STORMWATER INVERTS TO BE PROVIDED PRIOR TO BUILDING RULES ASSESSMENT AND CONSTRUCTION. LOCATION PLAN NOT TO SCALE DRAWING LIST Sheet Number Sheet Title C1.00 COVER SHEET C1.01 GENERAL NOTES C2.00 EXISTING SITE PLAN C3.00 SITE UPGRADE STORM WATER MANAGEMENT PLAN C3.01 CARPARK STORM WATER MANAGEMENT PLAN C4.00 CIVIL DETAILS - SHEET 1 C4.01 CIVIL DETAILS - SHEET 1 RMS 0 18-10-2019 ISSUED FOR DEVELOPMENT APPLICATION RMS RMS JUN '19

Transcript of ST. CLARES CARPARK EXTENSION 175 BUCKWELL ......ST. CLARES CARPARK EXTENSION 175 BUCKWELL DRIVE...

Page 1: ST. CLARES CARPARK EXTENSION 175 BUCKWELL ......ST. CLARES CARPARK EXTENSION 175 BUCKWELL DRIVE HASSALL GROVE NSW 2761 STORMWATER DRAWINGS NOT FOR CONSTRUCTION ARCHITECT DTA ARCHITECTS

ST. CLARES CARPARK EXTENSION175 BUCKWELL DRIVE

HASSALL GROVE NSW 2761STORMWATER DRAWINGS

NOT FOR CONSTRUCTION

ARCHITECT

DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170

CLIENT

DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170

ST. CLARES - CARPARK EXTENSION175 BUCKWELL DRIVEHASSALL GROVE 2761

A1 TX14135.00 - C01 TX14135.00 -ISSUE

DRAWING TITLEPROJECT

AMENDMENTS DATE ISSUE

DRAWNDESIGNED DATE SIZE CAD REF

BY

PROJECT No. DRAWING No.

TO BE PRINTED IN COLOUR

1300 874 294 | TRIAXIAL.COM.AU

SUITE 12, LEVEL 14, 327 PITT STREET, SYDNEY NSW 2000PO BOX A203, SYDNEY SOUTH NSW 1235

COVER SHEET

C1.00 0

CHECK PRINTENG/DRAFTER:

DATE:

NOTE:THIS IS A PLANNING DRAWING ONLY, FOR THE PURPOSE OFCONCEPTUAL DESIGN AND/OR PLANNING. FURTHERDETAILED ENGINEERING DESIGN INCLUDING SPECIFICATIONS,SIZING AND STORMWATER INVERTS TO BE PROVIDED PRIORTO BUILDING RULES ASSESSMENT AND CONSTRUCTION.

LOCATION PLANNOT TO SCALE

DRAWING LISTSheet Number Sheet Title

C1.00 COVER SHEETC1.01 GENERAL NOTESC2.00 EXISTING SITE PLANC3.00 SITE UPGRADE STORM WATER MANAGEMENT PLANC3.01 CARPARK STORM WATER MANAGEMENT PLANC4.00 CIVIL DETAILS - SHEET 1C4.01 CIVIL DETAILS - SHEET 1

RMS018-10-2019ISSUED FOR DEVELOPMENT APPLICATION

RMS RMS JUN '19

Page 2: ST. CLARES CARPARK EXTENSION 175 BUCKWELL ......ST. CLARES CARPARK EXTENSION 175 BUCKWELL DRIVE HASSALL GROVE NSW 2761 STORMWATER DRAWINGS NOT FOR CONSTRUCTION ARCHITECT DTA ARCHITECTS

GENERAL NOTES

C1.01 0

GENERAL NOTES

SEDIMENT AND EROSION CONTROL

SE1 CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUAL "MANAGING URBAN STORMWATER, SOILS ANDCONSTRUCTION" (2004) (THE BLUE BOOK).

SE2 DISTURBANCE SHALL BE KEPT TO A MINIMUM AND WITHINTHE LIMITS OF THE CONSTRUCTION SITE.

SE3 ADDITIONAL CONTROLS SHALL BE INSTALLED AS REQUIREDAND IN ACCORDANCE WITH "THE BLUE BOOK".

SE4 ALL INSTALLED CONTROLS SHALL BE INSPECTED AT LEASTWEEKLY AND IMMEDIATELY FOLLOWING A RAIN EVENT.MAINTENANCE SHALL BE UNDERTAKEN AS REQUIRED.

SE5 COMPLETED AREAS SHALL BE PROGRESSIVELY VEGETATED.

SE6 CONTROL DEVICES, AS DETAILED, SHALL BE INSTALLED TOSTORMWATER PITS IMMEDIATELY FOLLOWING THEIRCONSTRUCTION.

GENERAL

CG1 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITHALL ARCHITECTURAL AND OTHER CONSULTANTS' DRAWINGSAND SPECIFICATIONS AND WITH SUCH OTHER WRITTENINSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OFTHE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TOTHE ENGINEER BEFORE PROCEEDING WITH THE WORK.

CG2 ALL MATERIALS AND WORKMANSHIP SHALL BE INACCORDANCE WITH THE RELEVANT AND CURRENTSTANDARDS AUSTRALIA CODES AND WITH THE BY-LAWS ANDORDINANCES OF THE RELEVANT BUILDING AUTHORITIESEXCEPT WHERE VARIED BY THE PROJECT SPECIFICATION.

CG3 ALL DIMENSIONS SHOWN SHALL BE VERIFIED BY THE BUILDERON SITE. ENGINEER'S DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS.

CG4 UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES ANDALL DIMENSIONS ARE IN MILLIMETERS.

CG5 ALL WORKS SHALL BE UNDERTAKEN IN ACCORDANCE WITHACCEPTABLE SAFETY STANDARDS & APPROPRIATE SAFETYSIGNS SHALL BE INSTALLED AT ALL TIMES DURING THEPROGRESS OF THE JOB.

SURVEY

SU1 THE EXISTING SITE CONDITIONS SHOWN ON THE DRAWINGSHAVE BEEN INVESTIGATED BY OTHERS. THE INFORMATION ISSHOWN TO PROVIDE A BASIS FOR DESIGN.

SU2 THE FOLLOWING ENGINEERING SURVEY SHALL NOT BE TAKENAS A CADASTRAL OR BOUNDARY IDENTIFICATION SURVEY.BOUNDARY DATA SHALL BE TAKEN AS A GUIDE ONLYUNLESS NOTED OTHERWISE.

SU3 SHOULD DISCREPANCIES BE FOUND BETWEEN THE SURVEYDATA AND ACTUAL FIELD DATA THE CONTRACTOR SHALLNOTIFY TRIAXIAL CONSULTING PRIOR TO COMMENCEMENTOF THE WORKS. THE CONTRACTOR SHALL ACCEPT ALLRESPONSIBILITY FOR ERRORS MADE DURING CONSTRUCTIONWHERE SURVEY DISCREPANCIES WERE NOT RELAYED ANDRESOLVED BY TRIAXIAL CONSULTING PRIOR TOCOMMENCEMENT OF THE WORKS.

EXISTING UNDERGROUND SERVICES

EU1 THE EXISTING UNDERGROUND SERVICES INDICATED ON THESEDRAWINGS HAVE BEEN OBTAINED FROM SURVEY AND SERVICEAUTHORITY INFORMATION. THE SERVICES INFORMATIONSHOWN ARE THOSE OF KNOWN SERVICES ONLY. THELOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATEONLY AND MAY NOT BE 'AS CONSTRUCTED' OR ACCURATE.THE PRESENCE OR ABSENCE OF SERVICES SHALL BECONFIRMED BY THE CONTRACTOR PRIOR TOCOMMENCEMENT OF CONSTRUCTION.

EU2 THE CONTRACTOR SHALL TAKE ALL DUE CARE WHENEXCAVATING ON SITE INCLUDING HAND EXCAVATIONWHERE NECESSARY.

EU3 THE CONTRACTOR SHALL CONTACT ALL RELEVANT SERVICEAUTHORITIES PRIOR TO THE COMMENCEMENT OF ANYEXCAVATION WORKS.

EU4 THE CONTRACTOR SHALL UNDERTAKE A THOROUGH SERVICESSEARCH PRIOR TO THE COMMENCEMENT OF ANY EXCAVATIONWORKS. THE RESULTS OF SERVICES SEARCHES SHALL BERECORDED AND KEPT ON SITE AT ALL TIMES.

SITEWORKS

SW1 THE CONTRACTOR SHALL VERIFY ALL LEVELS AND DIMENSIONSPRIOR TO COMMENCEMENT OF THE WORKS.ANY DISCREPANCIES SHALL BE REPORTED TO TRIAXIALCONSULTING FOR FURTHER INSTRUCTION.

SW2 ALL CONNECTIONS WITH EXISTING WORKS SHALL BE MADESMOOTH.

SW3 ALL TRENCH BACKFILL MATERIAL SHALL BE COMPACTED TOACHIEVE A DENSITY EQUIVALENT TO THE ADJACENT MATERIAL.

SW4 ALL SERVICE TRENCHES SHALL BE BACKFILLED WITH SAND TOA LEVEL 300mm ABOVE THE PIPE. WHERE SERVICE TRENCHESARE CONSTRUCTED UNDER VEHICULAR PAVEMENTS, BACKFILLTHE REMAINDER OF THE TRENCH (TO UNDERSIDE OF PAVEMENT)WITH SAND OR APPROVED GRANULAR MATERIAL COMPACTEDIN LAYERS NOT EXCEEDING 150mm DEPTH. BACKFILL MATERIALSHALL BE COMPACTED TO A MINIMUM 98% MODIFIEDMAXIMUM DRY DENSITY IN ACCORDANCE WITH AS 1289 5.2.1(CURRENT EDITION) OR A DENSITY INDEX OF NOT LESS THAN 75.

SW5 PROVIDE A 10mm WIDE EXPANSION JOINT BETWEEN ALLBUILDINGS AND CONCRETE OR UNIT PAVEMENTS.

SW6 ALL BASE-COURSE MATERIAL SHALL BE MINIMUM 95% MODIFIEDDRY DENSITY (UNO) IN ACCORDANCE WITH AS 1289 5.2.1(CURRENT EDITION).

EXCAVATION

EX1 REFER TO REPORT ON GEOTECHNICAL STABILITY ASSESSMENTFOR INFORMATION PERTAINING TO EXISTING SITE STABILITY,EXCAVATION AND GEOTECHNICAL ISSUES.

EX2 ALL SITE EXCAVATION TO BE PERFORMED IN ACCORDANCEWITH ITEMS NOTED IN THE ABOVE LISTED REPORT.

EX3 THE EARTHWORKS CONTRACTOR IS TO CONTACT OR MEETWITH THE GEOTECHNICAL ENGINEER PRIOR TOCOMMENCEMENT OF ANY EXCAVATION TO DETERMINEAPPROPRIATE TECHNIQUES AND HOLD POINTS.

EX4 TEMPORARY BATTER CUT TO ROCK TO BE FORMED AT NOSTEEPER THAN 1 V : 1 H. PERMANENT BATTER TO BECONFIRMED ON SITE IN CONSULTATION WITH THEGEOTECHNICAL ENGINEER.

SITE PREPARATION

SP1 REFER TO GEOTECHNICAL REPORT FOR EXISTING SOILCONDITIONS.

SP2 ALL ORGANIC & DELETERIOUS MATERIAL TO BE COMPLETELYCLEARED FROM SITE WORKS AREA.

SP3 PRIOR TO THE COMMENCEMENT OF ANY CIVIL OR STRUCTURALCONSTRUCTION THE ENTIRE SITE AREA IS TO BE COMPACTED ANDTESTED IN ACCORDANCE WITH AS1289.5.1.1 OR .5.1.2 - 1993TO PRODUCE THE FOLLOWING: -98.0% STANDARD COMPACTIONAT THE SURFACE AND AT 200MM BELOW SURFACE LEVEL.FREQUENCY OF FIELD DENSITY TESTS SHALL BE CARRIED OUT INACCORDANCE WITH AS3798 - 2007 TABLE 8.1 TESTING SHALL BEEVENLY SPACED OVER THE ENTIRE SITE, AND AT RANDOMLOCATIONS. TEST RESULTS SHALL BE FORWARDED TO THEENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORKS.

SP4 PROOF ROLL EXPOSED SUBGRADE PRIOR TO COMMENCEMENT OFCIVIL AND STRUCTURAL CONSTRUCTION. CONDUCTED UNDERGEOTECHNICAL SUPERVISION.

SP5 BOX OUT ANY SOFT AREAS AND FILL AND COMPACT WITHIMPORTED FILL.

SP6 PLACE IMPORTED FILL IN MAXIMUM 200 LOOSE LAYERS & COMPACTTO 98%STD >1M BELOW B.E.L.) AND 100%STD (<1m BELOW B.E.L.)AND TO WITHIN +/-2% OF OMC.

SP7 IMPORTED FILL IS TO BE CRUSHED SANDSTONE OR RIPPED SHALE,WITH A MINIMUM CBR OF 30%, PI 8% AND A MAX PARTICLE SIZEOF 75mm.

STORMWATER DRAINAGE

SD1 PIPES UP TO 300mm DIAMETER SHALL BE SEWER GRADEUPVC WITH SOLVENT WELDED JOINTS.

SD2 ALL "INTERNAL WORKS" WITHIN PROPERTY BOUNDARIESSHALL COMPLY WITH THE REQUIREMENTS OF AS/NZS 3500.3(CURRENT EDITION).

SD3 ALL STORMWATER PIPES SHALL BE PROVIDED WITH MINIMUMPIPE COVER TO COMPLY WITH THE REQUIREMENTS OFAS/NZS 3500.3 (CURRENT EDITION).

SD4 INSTALLATION OF ALL BURIED CONCRETE STORMWATER PIPES SHALLCOMPLY WITH THE REQUIREMENTS OF AS/NZS 3725 (CURRENTEDITION) DESIGN FOR INSTALLATION OF BURIED CONCRETE PIPES.

SD5 ENLARGERS, CONNECTORS AND JUNCTIONS SHALL BEPREFABRICATED FITTINGS WHERE PIPES ARE LESS THAN300mm DIAMETER.

SD6 ALL STORMWATER DRAINAGE LINES SHALL HAVE A MINIMUMFALL OF 1% UNLESS NOTED OTHERWISE ON THE DRAWINGS.CARE SHALL BE TAKEN WITH SETTING LEVELS OF STORMWATERDRAINAGE LINES. GRADES SHOWN ON THE DRAWINGS SHALLNOT BE REDUCED WITHOUT THE WRITTEN CONSENT OFTRIAXIAL CONSULTING.

SD7 GRATES AND COVERS SHALL COMPLY WITH THEREQUIREMENTS OF AS 3996 (CURRENT EDITION).

SD8 AT ALL TIMES DURING THE CONSTRUCTION OF STORMWATERPITS, ADEQUATE SAFETY PROCEDURES SHALL BE DOCUMENTEDAND EXECUTED TO MITIGATE THE RISK OF PERSONAL INJURYAS A RESULT OF FALLS INTO PITS.

SD9 ALL EXISTING STORMWATER LOCATIONS, INCLUDING INVERTS,TO BE CONFIRMED BY THE BUILDER/CONTRACTOR PRIOR TOTHE COMMENCEMENT OF CIVIL WORKS ON SITE.

SD10 ALL EXISTING STORMWATER DRAINAGE LINES AND PITS THATARE TO REMAIN SHALL BE INSPECTED AND CLEANED. DURINGTHIS PROCESS ANY PART OF THE STORMWATER DRAINAGESYSTEM THAT WARRANTS REPAIR SHALL BE REPORTED TO THESUPERINTENDANT/ENGINEER FOR FURTHER DIRECTIONS.

..\..\..\..\..\..\..\..\Desktop\DBYDLogo-CMYK-Flat No Tagline - 2.jpg

ARCHITECT

DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170

CLIENT

DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170

ST. CLARES - CARPARK EXTENSION175 BUCKWELL DRIVEHASSALL GROVE 2761

A1 TX14135.00 - C01 TX14135.00 -ISSUE

DRAWING TITLEPROJECT

AMENDMENTS DATE ISSUE

DRAWNDESIGNED DATE SIZE CAD REF

BY

PROJECT No. DRAWING No.

TO BE PRINTED IN COLOUR

1300 874 294 | TRIAXIAL.COM.AU

SUITE 12, LEVEL 14, 327 PITT STREET, SYDNEY NSW 2000PO BOX A203, SYDNEY SOUTH NSW 1235

0 5 102m 20m15

SCALE 1:200 AT A1 SHEET | 1:400 AT A3 SHEET

NOT FOR CONSTRUCTION

CHECK PRINTENG/DRAFTER:

DATE:

NOTE:THIS IS A PLANNING DRAWING ONLY, FOR THE PURPOSE OFCONCEPTUAL DESIGN AND/OR PLANNING. FURTHERDETAILED ENGINEERING DESIGN INCLUDING SPECIFICATIONS,SIZING AND STORMWATER INVERTS TO BE PROVIDED PRIORTO BUILDING RULES ASSESSMENT AND CONSTRUCTION.

RMS RMS JUN '19

RMS018-10-2019ISSUED FOR DEVELOPMENT APPLICATION

Page 3: ST. CLARES CARPARK EXTENSION 175 BUCKWELL ......ST. CLARES CARPARK EXTENSION 175 BUCKWELL DRIVE HASSALL GROVE NSW 2761 STORMWATER DRAWINGS NOT FOR CONSTRUCTION ARCHITECT DTA ARCHITECTS

41

40

39

38

38

39

38

39

40

40

3939

38

38

38

39.71

39.70

39.72

39.72

39.72

39.73

39.75

39.74

39.70

39.63

39.5639.53

39.51

39.47

39.50

39.54

39.60

39.60

39.66

40.80

40.83

40.84

38.89

38.87

37.75

37.79

37.87

38.19

37.83

37.80

37.70

38.88

38.13

41.49

38.84

38.80 38.80

41.51

37.86

37.80

37.80

37.92

38.62

38.15

38.61

38.24

38.2437.97

37.9638.24

37.79

37.79

37.79

38.35

39.03

37.99

37.80

37.83

39.02

37.9637.97 37.96

37.8237.86

37.85

38.04 37.86

37.97

38.72

38.73

38.38

37.97

37.76

37.99

37.96

38.0238.25

38.26

37.87

37.95

37.95

37.92 37.92

37.97

37.93

37.94

37.94

37.93

37.9237.9137.94

37.9437.94

37.98

37.96

37.96 37.95

37.97

37.96

37.96

37.95

37.96

37.9237.93

37.93

37.92

37.92

37.96

38.39

38.0038.39

37.97

37.99

38.37

37.99

38.34

38.49

38.39

37.88

37.5437.59

37.82

38.56

38.77 38.7638.64

37.96

37.96

37.96

37.98

38.00

38.1138.11

38.48

38.2238.20

38.13

38.12

38.9338.9538.71

39.31

39.3139.30

39.11 38.9538.75

38.7138.7938.65

38.71

38.88 38.9738.73

39.0239.22

39.26

39.04 38.85

39.06

38.3938.53

38.54 38.39 38.41

38.5438.59

38.29

38.17

38.2538.48

38.4838.03

37.96

38.15

38.4638.19

38.2338.4338.46 37.93

37.9038.15

37.91

38.03

38.20

38.49

38.38 38.18

38.06

37.93 37.99

37.97

37.98

38.5238.51

38.7638.59

38.7938.75

38.6338.60

38.47

37.97

38.42

38.73

37.9437.93

37.9837.93

37.94

38.8638.93

38.8438.1638.93

38.86

38.4738.47 38.20

38.08

37.97

38.29 38.4438.4137.9138.92

38.84

38.2038.96

38.92

38.30

38.37

38.45 38.95

38.67

38.54

38.6038.59

38.57

38.97

38.86

38.3438.3638.35

38.38

38.95

38.99

38.4338.46

38.8638.86

38.80

38.8738.87

38.4938.48

38.9138.58

38.54

38.8438.98

38.87

38.8739.00

38.94

37.7937.79

37.84

37.8437.85

37.7937.80

37.8637.81

37.90

37.89

37.9637.93

37.9437.94

37.88

37.8337.82

37.8037.78

37.8237.80

37.8637.84

37.9137.87

37.9737.9737.99

37.98

37.9237.87

37.8937.94

38.41

38.5138.08

38.0137.90

37.8837.88

38.48

37.95

37.8537.85

37.91

38.39

38.40 38.01

38.0738.45

38.4538.09

38.28

37.98 37.98 39.02

39.04

39.03

39.04

37.9537.95

38.49

38.66

37.9237.83

37.96 37.85

37.83

38.51

37.93

37.85

37.98

37.94

37.9837.9637.98

39.05

39.03

39.02

39.0337.99 37.98

38.58

38.41

38.02

38.04

38.04

38.34

38.45

37.98

38.0338.41

38.40

38.00

37.9937.96

38.02 38.34

38.01

38.02

38.10

38.3938.35

37.95

37.96

37.9637.96

37.96

37.96

37.89

38.53

38.5037.88

37.97 38.5838.59

38.60

37.93

37.84

G 38.00

G 38.00

G 40.84

G 40.84

G 40.20

G 40.20

G 41.21

G 40.79 G 40.28

G 41.23

G 41.24

G 42.37

G 41.06

G 41.84

G 41.84

G 43.69

G 43.74

G 43.69

G 41.88

G 41.04

G 40.95

G 44.45

G 44.76

G 41.07G 41.58

G 41.78

G 41.77G 41.27

G 41.28

G 44.63G 44.78

G 44.75

G 43.70G 42.13

G 42.13

G 43.06

G 43.06

G 43.75

G 43.72

G 44.22

G 41.73

G 44.77

G 41.71

G 41.30

G 41.25

G 42.15

G 40.73

G 41.23

G 40.85

G 40.81

G 41.56G 41.53

G 43.04

G 43.06

40.57

38.59

38.40

38.58

38.69

38.85

38.96

39.05

39.34

37.27

37.08

37.41

37.65

37.58

37.65

37.96

37.92

37.56

38.12

38.25

38.32

38.64

38.79

38.69

38.63

38.45

38.25

37.81

38.07

38.40

38.6538.39

38.44

38.33

38.27

38.10

38.18

37.92

38.04

37.76

37.67

37.94

37.98

37.82

37.85

37.96

37.95

37.28

37.30

37.29

37.04

38.00

37.90

37.44

37.16

37.05

37.2837.20

37.27

37.50

37.77

37.62

38.27

38.55

38.17

38.34

38.34

38.40

38.35

38.37

38.34

38.26

38.37

37.83

37.88

37.96

38.01

38.03 38.00

38.01

37.91

37.99

38.03

38.0638.12

38.15

37.37

37.43

37.58

37.69

37.7837.99

37.81

37.94

37.98

38.26

37.77

37.85

37.95

37.97

37.94

37.94

37.5537.63

37.7037.71

37.68

37.65

37.73

37.80

37.87

37.9437.95

38.92

38.8338.83

38.87

39.15

39.40

39.42

39.22

38.90

38.9138.91

38.85

41.01

38.83

40.25

39.91

40.25

38.36

38.6738.76

38.77

39.71

39.84 39.59

38.29

38.4438.30

38.89

37.96

38.45

38.14

37.93

38.04

38.94

38.10

38.10

39.06

37.87

37.87

39.96 39.75

39.5538.98

38.79

38.75

37.91

38.85

38.88

38.5138.68

38.68

38.76

38.90

38.90

38.89

37.9737.96

37.97

37.99

37.97

37.9437.94

37.99

37.98

37.99

37.96

38.42

38.37

38.34

38.40

37.92

37.95

37.99

37.99

37.98

R 41.62

R 41.63

R 42.21

R 41.80R 41.69

R 41.63

R 42.23

R 42.58

R 42.54

R 40.48

R 40.04

R 40.13

R 40.44

R 40.45

R 43.53

R 42.21

R 43.54

R 42.21

R 43.53

R 44.31

R 43.54

R 42.54R 42.53

R 42.53

R 40.47R 40.47

R 45.54

R 44.61

R 44.64

R 42.60

R 40.75

R 40.74

R 42.23R 42.23

R 43.13

R 45.62

R 45.62

R 45.61

R 45.62

R 41.07

R 46.77

R 41.05 R 41.06

R 43.12

R 44.96

R 43.16

R 43.16

R 41.51

R 43.49R 42.23

R 41.53

R 45.52

R 44.66

R 41.97 R 42.21

R 43.83

R 45.17

R 43.84

R 45.28

R 43.03

R 44.04

R 44.16

R 43.02 R 43.03

R 41.63

R 40.66

R 41.44

R 41.07

R 41.62

R 41.63

R 41.43

R 41.45

R 40.65

R 44.97

38.30

38.21

38.70

37.97

38.01

37.96

37.89

37.96

37.56

37.80

38.6938.54

38.60

38.59

38.34

38.16

38.28

37.96

38.73

38.74

38.80

38.79

38.01

38.01

38.20

38.21

38.33

38.68

38.59

38.02

38.01

38.01

38.01

37.99

37.99

37.55

37.52

37.38

37.19

37.23

40.11

39.85

39.68

39.40

39.20

39.18

39.27

39.42

39.49

39.76

39.62

38.86

38.19

39.05

39.20

38.74

38.56

37.63

37.60

37.35

38.56

37.84

38.01

38.24 38.23

38.23

37.95

38.82

38.85

39.74

38.58

38.60

38.6138.60

38.56

38.04

38.66

38.35

38.35

38.32

38.51

38.73

38.56

37.14

38.01

38.00

37.39

37.34

37.61

37.31

37.50

37.49

37.54

37.23

37.21

37.9637.99

38.66

38.54

38.74

38.62

38.3938.85

38.7038.94

38.32

38.7238.43

38.84

39.1938.97

39.24

39.28

39.39

39.36

39.44

38.93

38.9139.34

39.1039.1038.95

38.04

38.01

38.03

38.15

38.0238.0938.06

37.91 37.89

37.84

39.72

41.05

40.91

40.60

40.42

39.34

39.46

40.01

39.98

40.41

39.8640.22

40.12

39.88

39.77

39.96

39.35

38.68 38.83

38.09

37.80

38.2038.12

37.99

38.47

38.61

37.91

37.7537.62

37.61

37.47

38.46

38.5438.62

38.80

38.86

38.88

39.08

39.11

39.20

39.25

39.25

40.82

40.52

40.32

40.10

39.88

39.72

39.78

39.52

39.31

39.15

39.07

38.96 38.80

38.76 38.55

37.79

37.66 37.60

37.55

37.57

37.59

37.60

37.70

37.74

37.80

37.07

37.00

37.23

37.26

37.42

37.5137.47

37.4137.70

38.17

37.9537.96

37.98

38.00

37.9737.97

38.00

37.93

38.05

38.06

38.10

38.21

38.31

38.42

38.19

38.1338.06

37.88

37.81

37.8438.09

38.11

38.06

38.09

38.20

37.59

37.52

37.43

37.44

37.95

37.96

38.78

38.9038.95

38.90

38.83

38.51

38.64

38.92

39.33

39.69

39.80

39.52

40.76

40.49

40.17

40.03

39.90

39.64

39.53

39.66

39.72

39.41

39.40

37.89

38.19

38.09

38.16

37.98

38.03

37.87

37.90

38.23

38.39

38.4138.46

38.55

37.73

37.80

37.6837.66

37.5437.56

37.6037.48 37.48

37.44

37.41

37.44

37.38

37.28

40.79

40.26

40.03

39.83

39.81

39.72

39.62

39.50

39.43

39.39

39.30

39.17

39.07

38.92

38.79

38.7538.71

38.59

38.56

37.03

37.17

37.21

37.77

37.34

37.7837.7337.69

37.62 37.64

37.6837.66

37.79

37.62

37.78

37.80

37.8437.89

37.93

36.99

36.96

37.07

37.22

37.33

37.36

37.50

37.79

37.71

37.7637.73

37.51

37.54

37.53

37.52

37.49

37.54

37.9838.01

37.75

37.56

37.5337.47

37.5037.40

37.32

37.21

37.11

37.03

37.07

37.08

37.39

37.50

37.49 37.36

37.37

37.49

37.4937.38

37.86

37.91

38.1038.07

38.04

37.8937.86

37.91

37.95

37.89

37.96

37.73

37.77

37.75

37.78

39.49

39.4939.4339.47

38.46

38.4938.4338.38

37.91

37.92

37.85

37.79

37.7237.71

37.7437.80

38.5438.62

39.0639.03

38.7538.51

37.9838.03

37.9537.90

37.88

37.9037.88

37.9137.90

37.90

37.8937.90

37.9237.90

37.87

37.86 37.8837.87

37.8637.93

37.90

37.93

37.95

38.90

38.85

37.42

38.43

38.41

38.48

38.55

38.29

38.11

37.99

38.06

37.91

37.81

37.66

37.54

37.41

37.28

38.81

38.64

38.92

39.04

39.16

39.28

39.48

39.36

39.58

39.78

40.00

40.24

40.53

38.38

38.68

37.98

37.9637.98

37.97

38.6138.52

38.0538.10

38.13

38.10

38.2438.23

38.27

38.27

38.5838.54

38.5938.60

37.92

37.91

37.9037.96

37.95

37.9437.95

37.8837.88

37.81

37.8137.81

37.93

37.9137.81

38.71

38.86

38.8538.89

38.87

38.81

37.88

37.8537.86

37.9637.94

37.9537.96

37.98

38.00

38.2938.42

38.62

38.88

38.82

38.84

38.89

38.48

38.55

38.52

38.50

38.58

38.36

38.29 38.27

37.07

37.26

37.23

37.17 37.15

37.11

37.11

37.14

37.19

37.23

37.27

37.29

37.33

37.38

37.41

37.43

37.45

39.70

39.69

39.68

39.67

39.68

39.68

39.62

39.63

39.67

39.66

39.64

39.65

39.65

39.55

39.58

39.59

39.60

39.59

39.58

39.55

39.54

39.54

39.53

39.53

39.86

39.88

39.81

39.77

39.75

39.72

39.46

39.56 39.51

39.47

39.42

39.39

39.35

39.29

39.24

39.18

39.12

39.08

39.05

39.10

39.17

39.21

39.25

39.30

39.34

39.38

39.42

38.46

38.37

38.07

39.13

39.35

40.32

40.57

40.64

38.12

38.07

38.25

38.28

38.65

38.55

38.61

37.56

37.56

37.59

37.58

37.60

37.60

37.28

37.26

37.93

37.91

37.92

37.9337.94

39.39

39.59

39.45

37.89

38.77

38.4138.30

38.4038.41

38.46

38.30

38.21

38.2438.2038.33

38.17

38.29 38.3138.18

38.21

38.23

38.25

38.2038.33 38.29

38.1938.22

38.25

38.1438.17

38.0438.0138.12

38.13

38.01 38.08

38.04

37.8637.86

37.95

37.82

37.73 37.73

37.6237.6237.69

37.59

37.49 37.49

37.50

37.42 37.40

37.53

37.64

37.4537.44

37.53

37.4137.31 37.31

37.33

37.24 37.23

37.2037.27

37.20

37.17

37.09

37.17

37.25

37.25

38.3438.37

38.3438.45

38.5138.4938.4038.43

38.42

38.7638.60

38.6138.60

38.7338.7138.79

38.92

39.0638.92

38.8738.87

39.0238.98

38.99

39.24

39.0939.08

39.07

39.10

39.22

39.15

39.1439.19

39.26

39.40

39.2739.30

39.42

39.39 39.52

39.5839.47

39.49

39.7139.59

39.61

39.9239.80

39.83

40.16

40.0340.07

40.3440.31

40.43

40.68

39.83

39.94

39.73

37.4637.42

37.41

37.40

37.51

37.43

37.4037.38

37.34 37.41

37.2937.25

37.22

37.3137.21

37.18

37.3837.3237.3037.28

37.2637.2237.19

37.16

37.15

37.13

37.17

37.1237.09

37.05

37.20

37.1837.1437.1037.0737.07

37.11

37.10

37.1137.08

37.04

37.0137.01

37.05

36.9736.9736.98

37.0037.0037.11

36.9536.9337.04

36.9436.9237.01

36.96

36.98

37.1437.02

37.05

37.4137.30

37.4537.59

37.64

37.93

37.56

37.41

37.55 37.51

37.36

37.3237.33

37.4037.51

37.40

37.52

37.51

37.39

37.36 37.31

37.43

37.3037.31

37.46

37.48

37.36

37.39

37.43

37.42

37.58 37.49

37.51

37.56

37.56

37.56

37.68 37.57

37.56

37.56

37.68

37.5937.48

37.4837.48

37.49

37.49

37.82

37.89

37.88

38.82

38.97

38.96

38.8338.74

38.7238.82

39.08

39.0738.97

39.01

39.16

39.2639.13

39.22

39.35

39.41

39.5339.33

39.44

39.3239.23

39.14 39.2339.19

39.09

38.9339.00

38.9238.84

38.8038.90

38.83

38.8338.8738.82

38.83

38.82

38.77

38.7038.70

38.7138.69

38.7038.66

38.8138.93

38.8338.73

38.59

38.5038.53

39.8039.8639.86

39.96

39.9740.09

40.0239.91

39.90

39.8639.80

39.83

39.82

39.90

39.7939.77

39.7839.77

39.86

39.88

39.85

39.91

39.78

39.77

39.74

39.7539.78

39.66 39.66

39.6539.65

39.65

39.78

39.8139.69

39.67

39.47

39.4739.57

39.2939.20

39.20

39.2239.09

39.09

39.0138.99 39.08

38.92

38.7638.79

39.07

39.10

39.01

38.8638.87

39.07

39.0639.15

39.01

38.9738.88

38.89

39.19

39.1039.13

39.50

39.3939.33

39.51

39.61

39.52 39.56

39.6239.3039.33

39.40

38.9938.88

38.91

38.74

38.53

38.49

38.56

38.92

39.2239.31

39.68

39.58

39.7439.60

39.65

39.51

39.58

39.67

39.69

39.52

39.6439.60

39.65

39.7839.73 39.72

39.7839.78

39.75

T-S3D0.2H6

T-S2D0.2H6

T-S5D0.3H12

T-S4D0.2H12T-S5D0.3H12

T-S4D0.2H12

T-S2D0.1H7

T-S3D0.2H8

T-S4D0.2H10

T-S4D0.4H12

T-S3D0.3H12

T-S3D0.3H10

T-S3D0.3H10

T-S5D0.4H12

T-S5D0.3H12T-S5D0.3H12

T-S4D0.3H11

T-S2D0.1H5

T-S3D0.2H9

T-S5D0.2H9

T-S3D0.2H10T-S4D0.3H10

T-S6D0.3H12

T-S2D0.2H7

T-S4D0.4H12

T-S3D0.2H14

T-S4D0.3H11

T-S2D0.2H10

T-S4D0.3H12

T-S3D0.2H9

T-S4D0.3H12

T-S6D0.4H15T-S5D0.4H13

T-S4D0.3H12

T-S7D0.5H15T-S4D0.3H10

T-S4D0.3H10

T-S4D0.3H10

T-S5D0.4H14

T-S2D0.1H8

T-S4D0.3H12T-S3D0.2H10

T-S5D0.4H15

T-S4D0.3H10

T-S4D0.2H12

T-S2D0.2H13

T-S2D0.2H13T-S2D0.2H15

T-S3D0.2H10T-S6D0.4H15

T-S5D0.3H15T-S4D0.2H12

T-S3D0.3H13T-S4D0.4H15

T-S3D0.4H15

T-S4D0.4H15T-S4D0.3H11

T-S2D0.1H8

T-S3D0.4H12

T-S3D0.3H15

T-S4D0.4H15

T-S3D0.3H8

T-S3D0.4H11

T-S3D0.3H15

T-S5D0.4H15

T-S8D0.5H15

T-S6D0.5H15T-S2D0.1H8

T-S3D0.2H10

T-S5D0.4H15 T-S5D0.4H15

T-S3D0.2H10

T-S4D0.3H15

T-S4D0.3H15T-S5D0.3H15

T-S2D0.1H5

T-S2D0.2H7T-S3D0.2H12

T-S6D0.4H15

T-S3D0.2H12 T-S3D0.3H15

T-S2D0.1H9

T-S4D0.4H13T-S2D0.2H9

T-S4D0.3H15

T-S5D0.5H15

T-S2D0.2H10T-S1D0.1H7

T-S6D0.5H15

T-S5D0.4H15

T-S5D0.4H15

T-S6D0.4H15

T-S3D0.3H14

T-S3D0.3H14

T-S4D0.3H15T-S4D0.3H15

T-S3D0.3H14

T-S3D0.3H12

T-S2D0.1H9

T-S4D0.3H10 T-S5D0.3H8

T-S3D0.2H7

T-S3D0.2H9

T-S2D0.2H9

T-S2D0.2H7

T-S3D0.2H8

T-S3D0.1H8

T-S3D0.1H8

T-S2D0.1H6

T-S3D0.2H8

T-S3D0.1H8T-S2D0.1H6

T-S3D0.1H8

T-S3D0.2H9

T-S3D0.2H9

T-S3D0.2H9

T-S4D0.3H11

T-S3D0.2H9

T-S2D0.1H8

T-S2D0.1H7

T-S2D0.1H7

T-S3D0.3H10

T-S3D0.3H10

T-S2D0.2H8

T-S4D0.4H10 T-S4D0.3H10

T-S4D0.3H12

T-S2D0.2H5

T-S2D0.2H7

T-S2D0.2H5

T-S2D0.2H5

T-S2D0.2H7

T-S5D0.4H12

T-S4D0.2H10

T-S3D0.2H8

T-S3D0.2H8

T-S4D0.3H12

T-S3D0.2H7

T-S4D0.3H12

T-S4D0.3H12

T-S3D0.2H8

T-S2D0.2H6

T-S4D0.3H12

T-S2D0.1H6

T-S3D0.2H8

T-S4D0.2H11

T-S4D0.3H12

T-S3D0.2H10T-S4D0.3H12

T-S4D0.4H12

PAVING

SEATT-S4D0.3H11

T-S3D0.3H5

T-S1D0.1H9

PAVING

SEAT

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE M

ARKING

LINE M

ARKING

LINE M

ARKING

LINE M

ARKING

LINE M

ARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKINGLINE M

ARKING

LINE MARKING

LINE MARKING

LINE MARKING

STW GRATE

SL 38.11IL 37.52

300mm

Ø

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

UPRIGHT CONCRETE

METAL

GATE

SMH

S

SMH

S

KERB

SI

UPRIGHT CONC

CON

CRETE PATH

CON

CRETE

KERB

ROLL

CON

CRETE ROLL KERB

37.29

LP

CON

CRETE PATH

EPIL

METAL FEN

CET-S2D0.2H5

FENCE

METAL FENCE KERB

CONCRETEDRIVEW

AY

GATE

CONCRETE ROLL KERB

TAP

METAL FENCE

SMH

S SIP

SINGLE STOREY

BRICK BUILDINGTILE ROOF

LP

LP

UPRIGHT

KERB

CONCKERB

UPRIGHTCONC

SHEDLP

LPUPRIGHT

CONCRETE

KERB

LP

CONCHYDH

LP

UPRIG

HT CON

C KERB

CON

C PATH

UPITx2U U

UPITU

LP

WALL

LPW

ALL

HYDH

CON

CRETE

GATE

SINGLE STOREY

BRICK BUILDING

PAVING

TANK

TAP

WALL

CONCRETE

WALL

LP

LPLP

LPLP

WALL

WALL

CONCRETE

PATH

CONCRETE

CONCRETE

PATH

EPIL

BOTTO

M O

F RET WALL

BOT O

F RET WALL

PAVING

EPIL

LP

LP

LP

LP

WALL

PAVING

UPIT U

UPITU

LP

TAP

PAVING

SMH

S

SI

SI

SMH

S

SI

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

UPRIGHT

WALL

CONCSVSVPATH

SIP

METAL FENCE

TOP OF RET WALL

FENCE

GATE

LP

CONCRETE

PATH

CONCRETE

CONCRETE

UPRIGHT

KERB

CONCRETE

KERB CONCRETE

SI

KERB

ROLL

SI

SI

SI

UPRIGHT

SINGLE STOREY

BRICK BUILDING

METAL ROOF

SINGLE STOREY

METAL BUILDING

METAL ROOF

COL

WALL

WALL

WALL

WALL

WALL

WALL

WALL

WALL COLCOLCOL

COLCOLCOL

COLCOLCOLCOLCOLCOLCOL

COLCOLCOLCOLCOL

COLCOL

COL

WALL

WALL

UPITU

UPITU

UPITU

UPITU

UPITU

UPITU

UPITU

UPIT U

UPITU

UPITU

UPITU

UPIT U

UPITU

UPITU

UPITUUPIT U UPIT

U

UPITU

UPITx2UU

UPITU

UPIT U

UPITU

UPITUU

UPITx2U

UPIT

U

UPITU

UPITU

UPITU

UPITU

UPITU U

UPITx2U

UPITU

COLCOLCOLCOLCOL

COLCOLCOLCOLCOLCOL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

PAVING

COL

UPITx2U U UU

UPITx4UU

U

PAVING

STEP

BOTTOM

WALL

RETAINING

OF

WALL

WALL

STEP

STEP

STEPWALL

UPIT

WALL

BOTTOM

OF

RET

WALL

RET WALLWALL

T-S4D0.3H12

OF RET W

ALL

COL

BOTWALL

COL

RWB

RWT

RWB

RWB

RWB

RWB

RWB

COL RWB

LINE MARKING

UPRIGHTKERB

CONCRETE

PATH

TPITT

T-S3D0.3H12 T-S4D0.3H7

T-S4D0.3H10

T-S4D0.3H15

T-S5D0.4H20

T-S3D0.3H12

T-S3D0.3H15

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING LINE M

ARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

EDGE

BITUMEN

OF

EDGE

BITUMEN

OF

EDGE

BITUMEN

OFCONCRETE

LINE MARKING

LINE MARKING LINE M

ARKING

EDGE

BIT

OF

LP

LP

KERB

CONCRETE

SI

LINE MARKING

LINE MARKING

UPRIGHT

CONCKERB

W1

FENCE

DEMO

UN

TABLEBU

ILDING

CON

CRETE PATH

SEAT

SEAT

CONCRETE

SEAT

CONCRETE

PATH

CONCRETE PATH

WALLWALL

W2

D1W

3W

4W

5

W6

W7

D2

D3

D4

W8

W9

RAIL

W10

CON

C

W11

W12

W13

W14

W15

W16

W17

W18

W19

W20

W21

W22

D5

MET FCE

W23

W24

W25

D6W

26

W27

W28

FLAG POLEFLAG POLE

W29

W30

D7 D8W

31

W32

W33

W34

D9

W35

W36

LP

LP

W45

W46

BOT O

F RET

WALL

W47

D11W

48

W49

W50

W51

W52

W53

D12W

54W

55W

56W

57

CON

CRETE

PATH

WALL

RET

OF

PAVING

BOTTO

MO

FW

ALLRETAIN

ING

SIP

STEP

D16

BOT OF RETAINING WALL

WALLBOT OF RETAINING WALL

W63

D17W

64 W67

D18W

68 D19W

69 W70 W

71

D20

W72

W73 W

74 W75

SHED

SIP

W76

W77

W78

W79

W80

W81

W82

W83

W84

W85

W86

W87

W88

W89

W90

W91

W92

D20

W93

W94

W95

W96

W97

W98

W99

W100 W

101

D21

SIP

D22

D23

D24

W102

W103

W104

W105

W106

W107

D25

D26

D27 W108

W109

D28

SIP

PAVING

TOP OF RET WALL STEP

METAL FENCE

HYDH

METAL FENCE

METAL FEN

CE

WALL

UPRIG

HT

KERB

CONC

ICV

TOP OF RET WALL

BOT OF RET WALL

STEP

RWT

CONCRETE

RWT

BOT OF RET WALL

WALL

TANK

D36

D37

W136

W137

D38

W175

W176

D51

W177

W178

W179

W180

D52

D53W

181

W182D54

W183

D55W

184

W185

W189

W190

D56D57

D58 W191 D59

W192

W193

W194

W195

W197

D60W

198

W199

W200

W201

LP

LP

LP

LP

LP

METAL FENCE

LP

SI

SI

TOP OF BANK

METAL FENCE

METAL FENCE

SIP

WALL

UPRIGHT

KERBCONCRETE

UPRIG

HT

METAL FENCE

CON

CKERB

METAL FENCE

CONCRETE

METAL FENCE

GATE

TOP OFRET WALL

RET WALL

METAL FENCE

UPRIGHT CONC KERB

METAL FENCE

LP

GATE

METAL FENCE

STW GRATE

SL 39.52IL 38.54

STW GRATE

SL 39.49IL 38.78

225mm

Ø

CONC

KERB

UPRIGHT

FCE

UPRIGHT

CONC KERB

CONC ROLL KERB

TOP OF

SI

CONC

39.16

KERB

UPRIGHT

HYDH

UPRIGHT

KERB

CONC STW GRATE

SL 38.90IL 38.12

225mm

Ø

UPRIGHT

CONCKERB

PAVING

STW GRATE

SL 38.52IL 37.77

225mm

Ø

METAL FENCE

STW GRATE

SL 37.81

STW GRATE

SL 37.78IL 36.52

450mm

Ø

STW GRATE

SL 37.83IL 36.62

375mm

Ø STW GRATE

SL 37.81STW

GRATESL 37.76

IL 36.80375m

m Ø

STW GRATE

SL 37.40IL 35.83

500mm

Ø

STW GRATE

SL 37.20IL 36.19

375mm

Ø

STW GRATE

SL 37.39IL 36.30

375mm

Ø

STW GRATE

SL 38.25IL 37.83

STW GRATE

SL 37.70IL 36.56

100mm

Ø

STW GRATE

SL 37.53IL 36.62

300mm

Ø

STW GRATE

SL 37.92IL 37.38

STW GRATE

SL 37.59IL 36.95

300mm

Ø

STW GRATE

SL 37.76IL 36.99

225mm

Ø

STW GRATE

SL 37.85

STW GRATE

SL 37.86

STW GRATE

SL 37.84IL 36.72

375mm

Ø

IL 36.78375m

m Ø

STW GRATE

SL 37.91

STW GRATE

SL 38.44

STW GRATE

SL 38.02IL 37.20

300mm

Ø

STW GRATE

SL 38.77IL 38.19

225mm

Ø

STW GRATE

SL 38.68IL 38.11

225mm

Ø

STW GRATE

SL 38.22IL 37.65

225mm

Ø

STW GRATE

IL 37.50225m

m Ø

STW GRATE

SL 38.06

STW GRATE

SL 37.44IL 36.52

STW GRATE

SL 37.95

STW GRATE

SL 38.21IL 36.01

700mm

Ø

STW GRATE

SL 39.15IL 38.17

STW GRATE

SL 38.76IL 37.82

225mm

Ø

STW GRATE

SL 38.77

IL 37.83300m

m Ø

UPRIGHTKERB

CONC

IL 38.08225m

m Ø

STW GRATE

SL 38.83

STW GRATE

SL 38.84

UPITU

SMH

SIPSIP

IL 37.70225m

m Ø

SIP

SIPUPIT

U

STW GRATE

SL 37.83IL 36.81

375mm

Ø

IL 36.72375m

m Ø

IL 36.62375m

m Ø

ICV

SIPSIP

ICV

PAVING

BOT O

F RET

STW GRATE

SL 37.73

STW GRATE

SL 37.84

WALL

IL 36.81225m

m Ø

IL 37.31150m

m Ø

RWT

RWT

STW GRATE

SL 38.23

TOP OF RETAINING WALL

PAVING

STW GRATE

SL 38.79

HYDH

ISV

IL 37.17375m

m Ø

GATE

METAL FENCE

IL 36.52300H

700W

IL 36.54750m

m Ø

METAL

FENCE

METAL FENCE

STW GRATE

SL 37.21IL 36.31

400mm

Ø

STW GRATE

SL 36.90IL 35.39

500mm

Ø

STW GRATESL 37.49IL 36.44

300mm ØIL 36.78225mm ØIL 36.41

375mm

Ø

STEPICV

ISV

ISV

ISV

IL 36.34375m

m Ø

IL 36.31300m

m Ø

CON

C

METAL FENCE

IL 35.90400m

m Ø

IL 35.34500m

m Ø

IL 35.81500m

m Ø

IL 35.87300m

m Ø

METAL FENCE

WIRE M

ESH FENCE

METAL FENCE

GATE

SWO

GATE

CONC

IL 36.17375m

m Ø

IL 36.21375m

m Ø

IL 36.36150m

m Ø

IL 36.32375m

m Ø

STW GRATE

SL 37.48IL 36.45

300mm

ØIL 36.98

225mm

ØIL 37.53

150mm

Ø

IL 37.68100m

m Ø

SEAT

HYDH

HYDH

IL 36.73600m

m Ø

SVSVHYDHSIMETALFENCE

TPITT

METAL

FENCE

METAL

FENCE

HYDH

FENCE

METAL

TIMBER FENCE

EPIT E KIOSK

FENCE

METAL

SI

IL 37.09225m

m Ø

METAL

FENCE

STW GRATE

SL 37.90

GASM

IL 36.67300m

m Ø

IL 36.67100m

m Ø

IL 36.53400m

m Ø

IL 36.58300m

m Ø

STW GRATE

SL 37.80IL 37.40

STEP

STW GRATE

SL 37.16IL 35.36

600mm

Ø

IL 35.28600m

m Ø

IL 36.95300m

m Ø

TAP

STW GRATE

SL 38.03IL 35.90

700mm

Ø

37.97 37.97

METAL FENCE

WM

PAVINGLINE MARKING

(B)

(C)

279° 50' 40"

4.04

251° 04' 50"4.04

4.045 222° 33' 25"

8° 52' 45"

38.615

8° 52' 45"

65.62

GOAL POST

GOAL POST

13.465208° 44' 15"

CH 23.210 ARC 23.225 RAD 178.75 230° 18' 55"

CH 9.245ARC 9.3RAD 23.75

241° 09' 45"

11.45253° 08' 55"

CH 37.53ARC 37.6

RAD 175.0246° 45' 00"

252° 53' 25"35.25

BUCKWELL DRIVE

179.6860° 47' 40"

179.6860° 47' 40"

8° 52' 45" ~ 65.62

11DP 862683

3153DP 805287

3151DP 805287

7DP 792478

7DP 792478

SINGLE STOREY

BRICK BUILDING

SINGLE STOREY

BRICK BUILDING

SINGLE STOREY

BRICK BUILDING

SINGLE STOREY

BRICK BUILDING

SINGLE STOREY

BRICK BUILDING

SI

101DP 1096279

2.8ha(BY DP 805287)

101DP 1096279

2.8ha(BY DP 805287)

101DP 1096279

2.8ha(BY DP 805287)

TOP O

F RET WALL

METAL

SIP

UPRIGHT

CONC

KERB

WALL

SIPx2

294° 13' 40"85.45

DP 792478

11DP 862683

3153DP 805287

3151DP 805287

139.325158° 43' 15"

BENCHMARKNAIL IN KERB

RL 39.19m (AHD)

SINGLE STOREY

BRICK BUILDING

RAILRAILRAILRAILRAIL

NOTE:1. THIS IS AN ENGINEERING SURVEY PLAN AND SHALL NOT BE TAKEN AS A

CADASTRAL OR IDENTIFICATION SURVEY. BOUNDARY DATA IF SHOWN,SHOULD BE TAKEN AS A GUIDE ONLY.

2. REFER TO THE CERTIFICATE OF TITLE FOR EASEMENT DETAILS (IF ANY).3. NO UNDERGROUND SERVICES HAVE BEEN LOCATED.4. CONTOUR INTERVAL 0.5m5. TBM - REFER TO SURVEY DRAWINGS BY OTHERS

ARCHITECT

DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170

CLIENT

DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170

ST. CLARES - CARPARK EXTENSION175 BUCKWELL DRIVEHASSALL GROVE 2761

A1 TX14135.00 - C01 TX14135.00 -ISSUE

DRAWING TITLEPROJECT

AMENDMENTS DATE ISSUE

DRAWNDESIGNED DATE SIZE CAD REF

BY

PROJECT No. DRAWING No.

TO BE PRINTED IN COLOUR

1300 874 294 | TRIAXIAL.COM.AU

SUITE 12, LEVEL 14, 327 PITT STREET, SYDNEY NSW 2000PO BOX A203, SYDNEY SOUTH NSW 1235

EXISTING SITE PLAN

C2.00 0NOT FOR CONSTRUCTION

CHECK PRINTENG/DRAFTER:

DATE:SCALE 1:400 AT A1 SHEET | 1:800 AT A3 SHEET

0.0 8.04.0m 16.0 24.0 32.0 40.0m

EXISTING SITE PLANSCALE 1:400

RMS RMS JUN '19

RMS018-10-2019ISSUED FOR DEVELOPMENT APPLICATION

Page 4: ST. CLARES CARPARK EXTENSION 175 BUCKWELL ......ST. CLARES CARPARK EXTENSION 175 BUCKWELL DRIVE HASSALL GROVE NSW 2761 STORMWATER DRAWINGS NOT FOR CONSTRUCTION ARCHITECT DTA ARCHITECTS

BLOCK F

BLOCK G

B

L

O

C

K

H

BLOCK A

41

40

39

38

38

39

38

39

40

40

3939

38

38

38

39.71

39.70

39.72

39.72

39.72

39.73

39.75

39.74

39.70

39.63

39.5639.53

39.51

39.47

39.50

39.54

39.60

39.60

39.66

40.80

40.83

40.84

38.89

38.87

37.75

37.79

37.87

38.19

37.83

37.80

37.70

38.88

38.13

41.49

38.84

38.80 38.80

41.51

37.86

37.80

37.80

37.92

38.62

38.15

38.61

38.24

38.2437.97

37.9638.24

37.79

37.79

37.79

38.35

39.03

37.99

37.80

37.83

39.02

37.9637.97 37.96

37.8237.86

37.85

38.04 37.86

37.97

38.72

38.73

38.38

37.97

37.76

37.99

37.96

38.0238.25

38.26

37.87

37.95

37.95

37.92 37.92

37.97

37.93

37.94

37.94

37.93

37.9237.9137.94

37.9437.94

37.98

37.96

37.96 37.95

37.97

37.96

37.96

37.95

37.96

37.9237.93

37.93

37.92

37.92

37.96

38.39

38.0038.39

37.97

37.99

38.37

37.99

38.34

38.49

38.39

37.88

37.5437.59

37.82

38.56

38.77 38.7638.64

37.96

37.96

37.96

37.98

38.00

38.1138.11

38.48

38.2238.20

38.13

38.12

38.9338.9538.71

39.31

39.3139.30

39.11 38.9538.75

38.7138.7938.65

38.71

38.88 38.9738.73

39.0239.22

39.26

39.04 38.85

39.06

38.3938.53

38.54 38.39 38.41

38.5438.59

38.29

38.17

38.2538.48

38.4838.03

37.96

38.15

38.4638.19

38.2338.4338.46 37.93

37.9038.15

37.91

38.03

38.20

38.49

38.38 38.18

38.06

37.93 37.99

37.97

37.98

38.5238.51

38.7638.59

38.7938.75

38.6338.60

38.47

37.97

38.42

38.73

37.9437.93

37.9837.93

37.94

38.8638.93

38.8438.1638.93

38.86

38.4738.47 38.20

38.08

37.97

38.29 38.4438.4137.9138.92

38.84

38.2038.96

38.92

38.30

38.37

38.45 38.95

38.67

38.54

38.6038.59

38.57

38.97

38.86

38.3438.3638.35

38.38

38.95

38.99

38.4338.46

38.8638.86

38.80

38.8738.87

38.4938.48

38.9138.58

38.54

38.8438.98

38.87

38.8739.00

38.94

37.7937.79

37.84

37.8437.85

37.7937.80

37.8637.81

37.90

37.89

37.9637.93

37.9437.94

37.88

37.8337.82

37.8037.78

37.8237.80

37.8637.84

37.9137.87

37.9737.9737.99

37.98

37.9237.87

37.8937.94

38.41

38.5138.08

38.0137.90

37.8837.88

38.48

37.95

37.8537.85

37.91

38.39

38.40 38.01

38.0738.45

38.4538.09

38.28

37.98 37.98 39.02

39.04

39.03

39.04

37.9537.95

38.49

38.66

37.9237.83

37.96 37.85

37.83

38.51

37.93

37.85

37.98

37.94

37.9837.9637.98

39.05

39.03

39.02

39.0337.99 37.98

38.58

38.41

38.02

38.04

38.04

38.34

38.45

37.98

38.0338.41

38.40

38.00

37.9937.96

38.02 38.34

38.01

38.02

38.10

38.3938.35

37.95

37.96

37.9637.96

37.96

37.96

37.89

38.53

38.5037.88

37.97 38.5838.59

38.60

37.93

37.84

G 38.00

G 38.00

G 40.84

G 40.84

G 40.20

G 40.20

G 41.21

G 40.79 G 40.28

G 41.23

G 41.24

G 42.37

G 41.06

G 41.84

G 41.84

G 43.69

G 43.74

G 43.69

G 41.88

G 41.04

G 40.95

G 44.45

G 44.76

G 41.07G 41.58

G 41.78

G 41.77G 41.27

G 41.28

G 44.63G 44.78

G 44.75

G 43.70G 42.13

G 42.13

G 43.06

G 43.06

G 43.75

G 43.72

G 44.22

G 41.73

G 44.77

G 41.71

G 41.30

G 41.25

G 42.15

G 40.73

G 41.23

G 40.85

G 40.81

G 41.56G 41.53

G 43.04

G 43.06

40.57

38.59

38.40

38.58

38.69

38.85

38.96

39.05

39.34

37.27

37.08

37.41

37.65

37.58

37.65

37.96

37.92

37.56

38.12

38.25

38.32

38.64

38.79

38.69

38.63

38.45

38.25

37.81

38.07

38.40

38.6538.39

38.44

38.33

38.27

38.10

38.18

37.92

38.04

37.76

37.67

37.94

37.98

37.82

37.85

37.96

37.95

37.28

37.30

37.29

37.04

38.00

37.90

37.44

37.16

37.05

37.2837.20

37.27

37.50

37.77

37.62

38.27

38.55

38.17

38.34

38.34

38.40

38.35

38.37

38.34

38.26

38.37

37.83

37.88

37.96

38.01

38.03 38.00

38.01

37.91

37.99

38.03

38.0638.12

38.15

37.37

37.43

37.58

37.69

37.7837.99

37.81

37.94

37.98

38.26

37.77

37.85

37.95

37.97

37.94

37.94

37.5537.63

37.7037.71

37.68

37.65

37.73

37.80

37.87

37.9437.95

38.92

38.8338.83

38.87

39.15

39.40

39.42

39.22

38.90

38.9138.91

38.85

41.01

38.83

40.25

39.91

40.25

38.36

38.6738.76

38.77

39.71

39.84 39.59

38.29

38.4438.30

38.89

37.96

38.45

38.14

37.93

38.04

38.94

38.10

38.10

39.06

37.87

37.87

39.96 39.75

39.5538.98

38.79

38.75

37.91

38.85

38.88

38.5138.68

38.68

38.76

38.90

38.90

38.89

37.9737.96

37.97

37.99

37.97

37.9437.94

37.99

37.98

37.99

37.96

38.42

38.37

38.34

38.40

37.92

37.95

37.99

37.99

37.98

R 41.62

R 41.63

R 42.21

R 41.80R 41.69

R 41.63

R 42.23

R 42.58

R 42.54

R 40.48

R 40.04

R 40.13

R 40.44

R 40.45

R 43.53

R 42.21

R 43.54

R 42.21

R 43.53

R 44.31

R 43.54

R 42.54R 42.53

R 42.53

R 40.47R 40.47

R 45.54

R 44.61

R 44.64

R 42.60

R 40.75

R 40.74

R 42.23R 42.23

R 43.13

R 45.62

R 45.62

R 45.61

R 45.62

R 41.07

R 46.77

R 41.05 R 41.06

R 43.12

R 44.96

R 43.16

R 43.16

R 41.51

R 43.49R 42.23

R 41.53

R 45.52

R 44.66

R 41.97 R 42.21

R 43.83

R 45.17

R 43.84

R 45.28

R 43.03

R 44.04

R 44.16

R 43.02 R 43.03

R 41.63

R 40.66

R 41.44

R 41.07

R 41.62

R 41.63

R 41.43

R 41.45

R 40.65

R 44.97

38.30

38.21

38.70

37.97

38.01

37.96

37.89

37.96

37.56

37.80

38.6938.54

38.60

38.59

38.34

38.16

38.28

37.96

38.73

38.74

38.80

38.79

38.01

38.01

38.20

38.21

38.33

38.68

38.59

38.02

38.01

38.01

38.01

37.99

37.99

37.55

37.52

37.38

37.19

37.23

40.11

39.85

39.68

39.40

39.20

39.18

39.27

39.42

39.49

39.76

39.62

38.86

38.19

39.05

39.20

38.74

38.56

37.63

37.60

37.35

38.56

37.84

38.01

38.24 38.23

38.23

37.95

38.82

38.85

39.74

38.58

38.60

38.6138.60

38.56

38.04

38.66

38.35

38.35

38.32

38.51

38.73

38.56

37.14

38.01

38.00

37.39

37.34

37.61

37.31

37.50

37.49

37.54

37.23

37.21

37.9637.99

38.66

38.54

38.74

38.62

38.3938.85

38.7038.94

38.32

38.7238.43

38.84

39.1938.97

39.24

39.28

39.39

39.36

39.44

38.93

38.9139.34

39.1039.1038.95

38.04

38.01

38.03

38.15

38.0238.0938.06

37.91 37.89

37.84

39.72

41.05

40.91

40.60

40.42

39.34

39.46

40.01

39.98

40.41

39.8640.22

40.12

39.88

39.77

39.96

39.35

38.68 38.83

38.09

37.80

38.2038.12

37.99

38.47

38.61

37.91

37.7537.62

37.61

37.47

38.46

38.5438.62

38.80

38.86

38.88

39.08

39.11

39.20

39.25

39.25

40.82

40.52

40.32

40.10

39.88

39.72

39.78

39.52

39.31

39.15

39.07

38.96 38.80

38.76 38.55

37.79

37.66 37.60

37.55

37.57

37.59

37.60

37.70

37.74

37.80

37.07

37.00

37.23

37.26

37.42

37.5137.47

37.4137.70

38.17

37.9537.96

37.98

38.00

37.9737.97

38.00

37.93

38.05

38.06

38.10

38.21

38.31

38.42

38.19

38.1338.06

37.88

37.81

37.8438.09

38.11

38.06

38.09

38.20

37.59

37.52

37.43

37.44

37.95

37.96

38.78

38.9038.95

38.90

38.83

38.51

38.64

38.92

39.33

39.69

39.80

39.52

40.76

40.49

40.17

40.03

39.90

39.64

39.53

39.66

39.72

39.41

39.40

37.89

38.19

38.09

38.16

37.98

38.03

37.87

37.90

38.23

38.39

38.4138.46

38.55

37.73

37.80

37.6837.66

37.5437.56

37.6037.48 37.48

37.44

37.41

37.44

37.38

37.28

40.79

40.26

40.03

39.83

39.81

39.72

39.62

39.50

39.43

39.39

39.30

39.17

39.07

38.92

38.79

38.7538.71

38.59

38.56

37.03

37.17

37.21

37.77

37.34

37.7837.7337.69

37.62 37.64

37.6837.66

37.79

37.62

37.78

37.80

37.8437.89

37.93

36.99

36.96

37.07

37.22

37.33

37.36

37.50

37.79

37.71

37.7637.73

37.51

37.54

37.53

37.52

37.49

37.54

37.9838.01

37.75

37.56

37.5337.47

37.5037.40

37.32

37.21

37.11

37.03

37.07

37.08

37.39

37.50

37.49 37.36

37.37

37.49

37.4937.38

37.86

37.91

38.1038.07

38.04

37.8937.86

37.91

37.95

37.89

37.96

37.73

37.77

37.75

37.78

39.49

39.4939.4339.47

38.46

38.4938.4338.38

37.91

37.92

37.85

37.79

37.7237.71

37.7437.80

38.5438.62

39.0639.03

38.7538.51

37.9838.03

37.9537.90

37.88

37.9037.88

37.9137.90

37.90

37.8937.90

37.9237.90

37.87

37.86 37.8837.87

37.8637.93

37.90

37.93

37.95

38.90

38.85

37.42

38.43

38.41

38.48

38.55

38.29

38.11

37.99

38.06

37.91

37.81

37.66

37.54

37.41

37.28

38.81

38.64

38.92

39.04

39.16

39.28

39.48

39.36

39.58

39.78

40.00

40.24

40.53

38.38

38.68

37.98

37.9637.98

37.97

38.6138.52

38.0538.10

38.13

38.10

38.2438.23

38.27

38.27

38.5838.54

38.5938.60

37.92

37.91

37.9037.96

37.95

37.9437.95

37.8837.88

37.81

37.8137.81

37.93

37.9137.81

38.71

38.86

38.8538.89

38.87

38.81

37.88

37.8537.86

37.9637.94

37.9537.96

37.98

38.00

38.2938.42

38.62

38.88

38.82

38.84

38.89

38.48

38.55

38.52

38.50

38.58

38.36

38.29 38.27

37.07

37.26

37.23

37.17 37.15

37.11

37.11

37.14

37.19

37.23

37.27

37.29

37.33

37.38

37.41

37.43

37.45

39.70

39.69

39.68

39.67

39.68

39.68

39.62

39.63

39.67

39.66

39.64

39.65

39.65

39.55

39.58

39.59

39.60

39.59

39.58

39.55

39.54

39.54

39.53

39.53

39.86

39.88

39.81

39.77

39.75

39.72

39.46

39.56 39.51

39.47

39.42

39.39

39.35

39.29

39.24

39.18

39.12

39.08

39.05

39.10

39.17

39.21

39.25

39.30

39.34

39.38

39.42

38.46

38.37

38.07

39.13

39.35

40.32

40.57

40.64

38.12

38.07

38.25

38.28

38.65

38.55

38.61

37.56

37.56

37.59

37.58

37.60

37.60

37.28

37.26

37.93

37.91

37.92

37.9337.94

39.39

39.59

39.45

37.89

38.77

38.4138.30

38.4038.41

38.46

38.30

38.21

38.2438.2038.33

38.17

38.29 38.3138.18

38.21

38.23

38.25

38.2038.33 38.29

38.1938.22

38.25

38.1438.17

38.0438.0138.12

38.13

38.01 38.08

38.04

37.8637.86

37.95

37.82

37.73 37.73

37.6237.6237.69

37.59

37.49 37.49

37.50

37.42 37.40

37.53

37.64

37.4537.44

37.53

37.4137.31 37.31

37.33

37.24 37.23

37.2037.27

37.20

37.17

37.09

37.17

37.25

37.25

38.3438.37

38.3438.45

38.5138.4938.4038.43

38.42

38.7638.60

38.6138.60

38.7338.7138.79

38.92

39.0638.92

38.8738.87

39.0238.98

38.99

39.24

39.0939.08

39.07

39.10

39.22

39.15

39.1439.19

39.26

39.40

39.2739.30

39.42

39.39 39.52

39.5839.47

39.49

39.7139.59

39.61

39.9239.80

39.83

40.16

40.0340.07

40.3440.31

40.43

40.68

39.83

39.94

39.73

37.4637.42

37.41

37.40

37.51

37.43

37.4037.38

37.34 37.41

37.2937.25

37.22

37.3137.21

37.18

37.3837.3237.3037.28

37.2637.2237.19

37.16

37.15

37.13

37.17

37.1237.09

37.05

37.20

37.1837.1437.1037.0737.07

37.11

37.10

37.1137.08

37.04

37.0137.01

37.05

36.9736.9736.98

37.0037.0037.11

36.9536.9337.04

36.9436.9237.01

36.96

36.98

37.1437.02

37.05

37.4137.30

37.4537.59

37.64

37.93

37.56

37.41

37.55 37.51

37.36

37.3237.33

37.4037.51

37.40

37.52

37.51

37.39

37.36 37.31

37.43

37.3037.31

37.46

37.48

37.36

37.39

37.43

37.42

37.58 37.49

37.51

37.56

37.56

37.56

37.68 37.57

37.56

37.56

37.68

37.5937.48

37.4837.48

37.49

37.49

37.82

37.89

37.88

38.82

38.97

38.96

38.8338.74

38.7238.82

39.08

39.0738.97

39.01

39.16

39.2639.13

39.22

39.35

39.41

39.5339.33

39.44

39.3239.23

39.14 39.2339.19

39.09

38.9339.00

38.9238.84

38.8038.90

38.83

38.8338.8738.82

38.83

38.82

38.77

38.7038.70

38.7138.69

38.7038.66

38.8138.93

38.8338.73

38.59

38.5038.53

39.8039.8639.86

39.96

39.9740.09

40.0239.91

39.90

39.8639.80

39.83

39.82

39.90

39.7939.77

39.7839.77

39.86

39.88

39.85

39.91

39.78

39.77

39.74

39.7539.78

39.66 39.66

39.6539.65

39.65

39.78

39.8139.69

39.67

39.47

39.4739.57

39.2939.20

39.20

39.2239.09

39.09

39.0138.99 39.08

38.92

38.7638.79

39.07

39.10

39.01

38.8638.87

39.07

39.0639.15

39.01

38.9738.88

38.89

39.19

39.1039.13

39.50

39.3939.33

39.51

39.61

39.52 39.56

39.6239.3039.33

39.40

38.9938.88

38.91

38.74

38.53

38.49

38.56

38.92

39.2239.31

39.68

39.58

39.7439.60

39.65

39.51

39.58

39.67

39.69

39.52

39.6439.60

39.65

39.7839.73 39.72

39.7839.78

39.75

T-S3D0.2H6

T-S2D0.2H6

T-S5D0.3H12

T-S4D0.2H12T-S5D0.3H12

T-S4D0.2H12

T-S2D0.1H7

T-S3D0.2H8

T-S4D0.2H10

T-S4D0.4H12

T-S3D0.3H12

T-S3D0.3H10

T-S3D0.3H10

T-S5D0.4H12

T-S5D0.3H12T-S5D0.3H12

T-S4D0.3H11

T-S2D0.1H5

T-S3D0.2H9

T-S5D0.2H9

T-S3D0.2H10T-S4D0.3H10

T-S6D0.3H12

T-S2D0.2H7

T-S4D0.4H12

T-S3D0.2H14

T-S4D0.3H11

T-S2D0.2H10

T-S4D0.3H12

T-S3D0.2H9

T-S4D0.3H12

T-S6D0.4H15T-S5D0.4H13

T-S4D0.3H12

T-S7D0.5H15T-S4D0.3H10

T-S4D0.3H10

T-S4D0.3H10

T-S5D0.4H14

T-S2D0.1H8

T-S4D0.3H12T-S3D0.2H10

T-S5D0.4H15

T-S4D0.3H10

T-S4D0.2H12

T-S2D0.2H13

T-S2D0.2H13T-S2D0.2H15

T-S3D0.2H10T-S6D0.4H15

T-S5D0.3H15T-S4D0.2H12

T-S3D0.3H13T-S4D0.4H15

T-S3D0.4H15

T-S4D0.4H15T-S4D0.3H11

T-S2D0.1H8

T-S3D0.4H12

T-S3D0.3H15

T-S4D0.4H15

T-S3D0.3H8

T-S3D0.4H11

T-S3D0.3H15

T-S5D0.4H15

T-S8D0.5H15

T-S6D0.5H15T-S2D0.1H8

T-S3D0.2H10

T-S5D0.4H15 T-S5D0.4H15

T-S3D0.2H10

T-S4D0.3H15

T-S4D0.3H15T-S5D0.3H15

T-S2D0.1H5

T-S2D0.2H7T-S3D0.2H12

T-S6D0.4H15

T-S3D0.2H12 T-S3D0.3H15

T-S2D0.1H9

T-S4D0.4H13T-S2D0.2H9

T-S4D0.3H15

T-S5D0.5H15

T-S2D0.2H10T-S1D0.1H7

T-S6D0.5H15

T-S5D0.4H15

T-S5D0.4H15

T-S6D0.4H15

T-S3D0.3H14

T-S3D0.3H14

T-S4D0.3H15T-S4D0.3H15

T-S3D0.3H14

T-S3D0.3H12

T-S2D0.1H9

T-S4D0.3H10 T-S5D0.3H8

T-S3D0.2H7

T-S3D0.2H9

T-S2D0.2H9

T-S2D0.2H7

T-S3D0.2H8

T-S3D0.1H8

T-S3D0.1H8

T-S2D0.1H6

T-S3D0.2H8

T-S3D0.1H8T-S2D0.1H6

T-S3D0.1H8

T-S3D0.2H9

T-S3D0.2H9

T-S3D0.2H9

T-S4D0.3H11

T-S3D0.2H9

T-S2D0.1H8

T-S2D0.1H7

T-S2D0.1H7

T-S3D0.3H10

T-S3D0.3H10

T-S2D0.2H8

T-S4D0.4H10 T-S4D0.3H10

T-S4D0.3H12

T-S2D0.2H5

T-S2D0.2H7

T-S2D0.2H5

T-S2D0.2H5

T-S2D0.2H7

T-S5D0.4H12

T-S4D0.2H10

T-S3D0.2H8

T-S3D0.2H8

T-S4D0.3H12

T-S3D0.2H7

T-S4D0.3H12

T-S4D0.3H12

T-S3D0.2H8

T-S2D0.2H6

T-S4D0.3H12

T-S2D0.1H6

T-S3D0.2H8

T-S4D0.2H11

T-S4D0.3H12

T-S3D0.2H10T-S4D0.3H12

T-S4D0.4H12

PAVING

SEATT-S4D0.3H11

T-S3D0.3H5

T-S1D0.1H9

PAVING

SEAT

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE M

ARKING

LINE M

ARKING

LINE M

ARKING

LINE M

ARKING

LINE M

ARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKINGLINE M

ARKING

LINE MARKING

LINE MARKING

LINE MARKING

STW GRATE

SL 38.11IL 37.52

300mm

Ø

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

UPRIGHT CONCRETE

METAL

GATE

SMH

S

SMH

S

KERB

SI

UPRIGHT CONC

CON

CRETE PATH

CON

CRETE

KERB

ROLL

CON

CRETE ROLL KERB

37.29

LP

CON

CRETE PATH

EPIL

METAL FEN

CET-S2D0.2H5

FENCE

METAL FENCE KERB

CONCRETEDRIVEW

AY

GATE

CONCRETE ROLL KERB

TAP

METAL FENCE

SMH

S SIP

SINGLE STOREY

BRICK BUILDINGTILE ROOF

LP

LP

UPRIGHT

KERB

CONCKERB

UPRIGHTCONC

SHEDLP

LPUPRIGHT

CONCRETE

KERB

LP

CONCHYDH

LP

UPRIG

HT CON

C KERB

CON

C PATH

UPITx2U U

UPITU

LP

WALL

LPW

ALL

HYDH

CON

CRETE

GATE

SINGLE STOREY

BRICK BUILDING

PAVING

TANK

TAP

WALL

CONCRETE

WALL

LP

LPLP

LPLP

WALL

WALL

CONCRETE

PATH

CONCRETE

CONCRETE

PATH

EPIL

BOTTO

M O

F RET WALL

BOT O

F RET WALL

PAVING

EPIL

LP

LP

LP

LP

WALL

PAVING

UPIT U

UPITU

LP

TAP

PAVING

SMH

S

SI

SI

SMH

S

SI

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

UPRIGHT

WALL

CONCSVSVPATH

SIP

METAL FENCE

TOP OF RET WALL

FENCE

GATE

LP

CONCRETE

PATH

CONCRETE

CONCRETE

UPRIGHT

KERB

CONCRETE

KERB CONCRETE

SI

KERB

ROLL

SI

SI

SI

UPRIGHT

SINGLE STOREY

BRICK BUILDING

METAL ROOF

SINGLE STOREY

METAL BUILDING

METAL ROOF

COL

WALL

WALL

WALL

WALL

WALL

WALL

WALL

WALL COLCOLCOL

COLCOLCOL

COLCOLCOLCOLCOLCOLCOL

COLCOLCOLCOLCOL

COLCOL

COL

WALL

WALL

UPITU

UPITU

UPITU

UPITU

UPITU

UPITU

UPITU

UPIT U

UPITU

UPITU

UPITU

UPIT U

UPITU

UPITU

UPITUUPIT U UPIT

U

UPITU

UPITx2UU

UPITU

UPIT U

UPITU

UPITUU

UPITx2U

UPIT

U

UPITU

UPITU

UPITU

UPITU

UPITU U

UPITx2U

UPITU

COLCOLCOLCOLCOL

COLCOLCOLCOLCOLCOL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

PAVING

COL

UPITx2U U UU

UPITx4UU

U

PAVING

STEP

BOTTOM

WALL

RETAINING

OF

WALL

WALL

STEP

STEP

STEPWALL

UPIT

WALL

BOTTOM

OF

RET

WALL

RET WALLWALL

T-S4D0.3H12

OF RET W

ALL

COL

BOTWALL

COL

RWB

RWT

RWB

RWB

RWB

RWB

RWB

COL RWB

LINE MARKING

UPRIGHTKERB

CONCRETE

PATH

TPITT

T-S3D0.3H12 T-S4D0.3H7

T-S4D0.3H10

T-S4D0.3H15

T-S5D0.4H20

T-S3D0.3H12

T-S3D0.3H15

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

OF

EDGE

BITUMEN

OF

BITUMEN

LP

LP

KERB

CONCRETE

SI

LINE MARKING

LINE MARKING

UPRIGHT

CONCKERB

W1

FENCE

DEMO

UN

TABLEBU

ILDING

CON

CRETE PATH

SEAT

SEAT

CONCRETE

SEAT

CONCRETE

PATH

CONCRETE PATH

WALLWALL

W2

D1W

3W

4W

5

W6

W7

D2

D3

D4

W8

W9

RAIL

W10

CON

C

W11

W12

W13

W14

W15

W16

W17

W18

W19

W20

W21

W22

D5

MET FCE

W23

W24

W25

D6W

26

W27

W28

FLAG POLEFLAG POLE

W29

W30

D7 D8W

31

W32

W33

W34

D9

W35

W36

LP

LP

W45

W46

BOT O

F RET

WALL

W47

D11W

48

W49

W50

W51

W52

W53

D12W

54W

55W

56W

57

CON

CRETE

PATH

WALL

RET

OF

PAVING

BOTTO

MO

FW

ALLRETAIN

ING

SIP

STEP

D16

BOT OF RETAINING WALL

WALLBOT OF RETAINING WALL

W63

D17W

64 W67

D18W

68 D19W

69 W70 W

71

D20

W72

W73 W

74 W75

SHED

SIP

W76

W77

W78

W79

W80

W81

W82

W83

W84

W85

W86

W87

W88

W89

W90

W91

W92

D20

W93

W94

W95

W96

W97

W98

W99

W100 W

101

D21

SIP

D22

D23

D24

W102

W103

W104

W105

W106

W107

D25

D26

D27 W108

W109

D28

SIP

PAVING

TOP OF RET WALL STEP

METAL FENCE

HYDH

METAL FENCE

METAL FEN

CE

WALL

UPRIG

HT

KERB

CONC

ICV

TOP OF RET WALL

BOT OF RET WALL

STEP

RWT

CONCRETE

RWT

BOT OF RET WALL

WALL

TANK

D36

D37

W136

W137

D38

W175

W176

D51

W177

W178

W179

W180

D52

D53W

181

W182D54

W183

D55W

184

W185

W189

W190

D56D57

D58 W191 D59

W192

W193

W194

W195

W197

D60W

198

W199

W200

W201

LP

LP

LP

LP

LP

METAL FENCE

LP

SI

SI

TOP OF BANK

METAL FENCE

SIP

UPRIGHT

KERB

UPRIG

HT

METAL FENCE

CON

CKERB

METAL FENCE

CONCRETE

METAL FENCE

GATE

TOP OFRET WALL

GATE

METAL FENCE

STW GRATE

SL 39.52IL 38.54

STW GRATE

SL 39.49IL 38.78

225mm

Ø

KERB

FCE

UPRIGHT

CONC KERB

TOP OF

SI

CONC

39.16

KERB

UPRIGHT

HYDH

UPRIGHT

KERB

CONC STW GRATE

SL 38.90IL 38.12

225mm

Ø

UPRIGHT

CONCKERB

PAVING

STW GRATE

SL 38.52IL 37.77

225mm

Ø

METAL FENCE

STW GRATE

SL 37.81

STW GRATE

SL 37.78IL 36.52

450mm

Ø

STW GRATE

SL 37.83IL 36.62

375mm

Ø STW GRATE

SL 37.81STW

GRATESL 37.76

IL 36.80375m

m Ø

STW GRATE

SL 37.40IL 35.83

500mm

Ø

STW GRATE

SL 37.20IL 36.19

375mm

Ø

STW GRATE

SL 37.39IL 36.30

375mm

Ø

STW GRATE

SL 38.25IL 37.83

STW GRATE

SL 37.70IL 36.56

100mm

Ø

STW GRATE

SL 37.53IL 36.62

300mm

Ø

STW GRATE

SL 37.92IL 37.38

STW GRATE

SL 37.59IL 36.95

300mm

Ø

STW GRATE

SL 37.76IL 36.99

225mm

Ø

STW GRATE

SL 37.85

STW GRATE

SL 37.86

STW GRATE

SL 37.84IL 36.72

375mm

Ø

IL 36.78375m

m Ø

STW GRATE

SL 37.91

STW GRATE

SL 38.44

STW GRATE

SL 38.02IL 37.20

300mm

Ø

STW GRATE

SL 38.77IL 38.19

225mm

Ø

STW GRATE

SL 38.68IL 38.11

225mm

Ø

STW GRATE

SL 38.22IL 37.65

225mm

Ø

STW GRATE

IL 37.50225m

m Ø

STW GRATE

SL 38.06

STW GRATE

SL 37.44IL 36.52

STW GRATE

SL 37.95

STW GRATE

SL 38.21IL 36.01

700mm

Ø

STW GRATE

SL 39.15IL 38.17

STW GRATE

SL 38.76IL 37.82

225mm

Ø

STW GRATE

SL 38.77

IL 37.83300m

m Ø

UPRIGHTKERB

CONC

IL 38.08225m

m Ø

STW GRATE

SL 38.83

STW GRATE

SL 38.84

UPITU

SMH

SIPSIP

IL 37.70225m

m Ø

SIP

SIPUPIT

U

STW GRATE

SL 37.83IL 36.81

375mm

Ø

IL 36.72375m

m Ø

IL 36.62375m

m Ø

ICV

SIPSIP

ICV

PAVING

BOT O

F RET

STW GRATE

SL 37.73

STW GRATE

SL 37.84

WALL

IL 36.81225m

m Ø

IL 37.31150m

m Ø

RWT

RWT

STW GRATE

SL 38.23

TOP OF RETAINING WALL

PAVING

STW GRATE

SL 38.79

HYDH

ISV

IL 37.17375m

m Ø

GATE

METAL FENCE

IL 36.52300H

700W

IL 36.54750m

m Ø

METAL

FENCE

METAL FENCE

STW GRATE

SL 37.21IL 36.31

400mm

Ø

STW GRATE

SL 36.90IL 35.39

500mm

Ø

STW GRATESL 37.49IL 36.44

300mm ØIL 36.78225mm ØIL 36.41

375mm

Ø

STEPICV

ISV

ISV

ISV

IL 36.34375m

m Ø

IL 36.31300m

m Ø

CON

C

METAL FENCE

IL 35.90400m

m Ø

IL 35.34500m

m Ø

IL 35.81500m

m Ø

IL 35.87300m

m Ø

METAL FENCE

WIRE M

ESH FENCE

METAL FENCE

GATE

SWO

GATE

CONC

IL 36.17375m

m Ø

IL 36.21375m

m Ø

IL 36.36150m

m Ø

IL 36.32375m

m Ø

STW GRATE

SL 37.48IL 36.45

300mm

ØIL 36.98

225mm

ØIL 37.53

150mm

Ø

IL 37.68100m

m Ø

SEAT

HYDH

HYDH

IL 36.73600m

m Ø

SVSVHYDHSIMETALFENCE

TPITT

METAL

FENCE

METAL

FENCE

HYDH

FENCE

METAL

TIMBER FENCE

EPIT E KIOSK

FENCE

METAL

SI

IL 37.09225m

m Ø

METAL

FENCE

STW GRATE

SL 37.90

GASM

IL 36.67300m

m Ø

IL 36.67100m

m Ø

IL 36.53400m

m Ø

IL 36.58300m

m Ø

STW GRATE

SL 37.80IL 37.40

STEP

STW GRATE

SL 37.16IL 35.36

600mm

Ø

IL 35.28600m

m Ø

IL 36.95300m

m Ø

TAP

STW GRATE

SL 38.03IL 35.90

700mm

Ø

37.97 37.97

METAL FENCE

WM

PAVINGLINE MARKING

(B)

(C)

279° 50' 40"

4.04

251° 04' 50"4.04

4.045 222° 33' 25"

8° 52' 45"

38.615

8° 52' 45"

65.62

GOAL POST

GOAL POST

13.465208° 44' 15"

CH 23.210 ARC 23.225 RAD 178.75 230° 18' 55"

CH 9.245ARC 9.3RAD 23.75

241° 09' 45"

11.45253° 08' 55"

CH 37.53ARC 37.6

RAD 175.0246° 45' 00"

252° 53' 25"35.25

BUCKWELL DRIVE

179.6860° 47' 40"

179.6860° 47' 40"

8° 52' 45" ~ 65.62

11DP 862683

3153DP 805287

3151DP 805287

7DP 792478

7DP 792478

SINGLE STOREY

BRICK BUILDING

SINGLE STOREY

BRICK BUILDING

SINGLE STOREY

BRICK BUILDING

SINGLE STOREY

BRICK BUILDING

SINGLE STOREY

BRICK BUILDING

SI

101DP 1096279

2.8ha(BY DP 805287)

101DP 1096279

2.8ha(BY DP 805287)

101DP 1096279

2.8ha(BY DP 805287)

TOP O

F RET WALL

METAL

SIP

UPRIGHT

CONC

KERB

WALL

SIPx2

294° 13' 40"85.45

DP 792478

11DP 862683

3153DP 805287

3151DP 805287

139.325158° 43' 15"

BENCHMARKNAIL IN KERB

RL 39.19m (AHD)

SINGLE STOREY

BRICK BUILDING

RAILRAILRAILRAILRAIL

ARCHITECT

DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170

CLIENT

DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170

ST. CLARES - CARPARK EXTENSION175 BUCKWELL DRIVEHASSALL GROVE 2761

A1 TX14135.00 - C01 TX14135.00 -ISSUE

DRAWING TITLEPROJECT

AMENDMENTS DATE ISSUE

DRAWNDESIGNED DATE SIZE CAD REF

BY

PROJECT No. DRAWING No.

TO BE PRINTED IN COLOUR

1300 874 294 | TRIAXIAL.COM.AU

SUITE 12, LEVEL 14, 327 PITT STREET, SYDNEY NSW 2000PO BOX A203, SYDNEY SOUTH NSW 1235

SITE UPGRADE STORM WATERMANAGEMENT PLAN

C3.00 0NOT FOR CONSTRUCTION

CHECK PRINTENG/DRAFTER:

DATE:SCALE 1:400 AT A1 SHEET | 1:800 AT A3 SHEET

0.0 8.04.0m 16.0 24.0 32.0 40.0m

SITE UPGRADE STORMWATER MANAGEMENT PLANSCALE 1:400

RMS RMS JUN '19

PIPED NETWORK TO BE UPGRADED IF REQUIRED.MINIMUM PIPE SIZE = Ø225mm @ 1% TO DEVELOPMENT OUTLET IS REQUIRED.IF EXISTING PIPED NETWORK DOES NOT MEET THIS SPECIFICATION IT IS TO BEREMOVED AND REPLACED. CONFIRMATION OF LEVELS REQUIRED PRIOR TOCC DOCUMENTATION VIA WORK-AS-EXECUTED DRAWING SET PROVIDEDBY OTHERS.

HATCH INDICATES AREA OF CAR PARK UPGRADE WORKS.REFER TO DRAWING C3.01 FOR MORE INFORMATION

RMS018-10-2019ISSUED FOR DEVELOPMENT APPLICATION

PIPED NETWORK CURRENTLY UNDER CONSTRUCTION.CONFIRMATION OF LEVELS REQUIRED PRIOR TO CCDOCUMENTATION VIA WORK-AS-EXECUTED DRAWINGSET PROVIDED BY OTHERS.

EXISTING DEVELOPMENTOUTLET STRUCTURE.

NEW PIPE NETWORK CURRENTLY UNDER CONSTRUCTION.CONFIRMATION OF LEVELS REQUIRED PRIOR TO CCDOCUMENTATION VIA WORK-AS-EXECUTED DRAWING SETPROVIDED BY OTHERS.

CONNECT TO EXISTING PIT.

EXISTING PIPE NETWORK TO BECHECKED FOR FUNCTIONALITY.

BLACKTOWN COUNCIL CONTROLSWATER QUALITY TARGETSTHE PROPOSED DEVELOPMENT IS LOCATED WITHIN THE BLUE ZONE (PART J - BLACKTOWNDCP).THE PROPOSAL IS TO OFFSET THE WATER QUALITY TARGETS VIA A CONTRIBUTION FEE.

ON-SITE DETENTIONTHE PROPOSED DEVELOPMENT IS LOCATED IN AN OSD EXCLUSION ZONE.

Page 5: ST. CLARES CARPARK EXTENSION 175 BUCKWELL ......ST. CLARES CARPARK EXTENSION 175 BUCKWELL DRIVE HASSALL GROVE NSW 2761 STORMWATER DRAWINGS NOT FOR CONSTRUCTION ARCHITECT DTA ARCHITECTS

41

40

40

39.71

39.70

39.72

39.72

39.72

39.73

39.75

39.74

39.70

39.63

39.5639.53

39.51

39.47

39.50

39.54

39.60

39.60

39.66

40.80

40.83

39.11 38.9538.75

38.7138.7938.65

38.71

38.88 38.9738.73

39.0239.22

39.26

39.04 38.85

39.06

G 43.75

G 44.22

38.91

38.85

41.01

38.83

40.25

40.25

39.71R 43.83

R 43.84

R 45.28 40.11

39.85

39.68

39.27

39.42

39.49

39.76

39.62

39.74

39.72

41.05

40.91

40.60

40.42

39.34

39.46

40.01

39.98

40.41

40.32

40.10

39.88

39.72

39.78

39.80

39.52

40.49

40.17

40.03

39.90

39.64

39.53

39.66

39.72

40.03

39.83

39.81

39.72

39.62

39.49

39.4939.4339.47

39.58

39.78

40.00

38.81

39.70

39.69

39.68

39.67

39.68

39.68

39.62

39.63

39.67

39.66

39.64

39.65

39.65

39.55

39.58

39.59

39.60

39.59

39.58

39.55

39.54

39.54

39.53

39.53

39.86

39.88

39.81

39.77

39.75

39.72

39.4639.56 39.51

39.47

39.42

39.39

39.35

39.29

39.24

39.18

39.10

39.17

39.21

39.25

39.30

39.34

39.38

39.42

39.42

39.39 39.52

39.5839.47

39.49

39.7139.59

39.61

39.9239.80

39.83

39.83

39.94

39.73

39.01

39.2639.13

39.22

39.35

39.41

39.5339.33

39.44

39.3239.23

39.14 39.2339.19

39.09

38.9339.00

38.9238.84

38.8038.90

38.83

38.8338.8738.82

38.83

38.82

38.77

38.7038.70

38.7138.69

38.7038.66

38.8138.93

38.8338.73

38.59

38.5038.53

39.8039.8639.86

39.96

39.9740.09

40.0239.91

39.90

39.8639.80

39.83

39.82

39.90

39.7939.77

39.7839.77

39.86

39.88

39.85

39.91

39.78

39.77

39.74

39.7539.78

39.66 39.66

39.6539.65

39.65

39.78

39.8139.69

39.67

39.47

39.4739.57

39.13

39.50

39.3939.33

39.51

39.61

39.52 39.56

39.6239.3039.33

39.40

38.9938.88

38.91

38.74

38.53

38.49

38.56

38.92

39.2239.31

39.68

39.58

39.7439.60

39.65

39.51

39.58

39.67

39.69

39.52

39.6439.60

39.65

39.7839.73 39.72

39.7839.78

39.75

T-S3D0.4H12

T-S3D0.3H15

T-S4D0.4H15

T-S3D0.3H8

T-S3D0.4H11

T-S3D0.3H15

T-S5D0.4H15T-S2D0.1H8

T-S3D0.2H10

T-S5D0.4H15 T-S5D0.4H15

T-S3D0.2H10

T-S4D0.3H15T-S2D0.1H5

SINGLE STOREY

BRICK BUILDING

METAL ROOF

UPRIGHT

CONCRETE

PATH

T-S3D0.3H12 T-S4D0.3H7

T-S4D0.3H10

T-S4D0.3H15

T-S5D0.4H20

T-S3D0.3H12

T-S3D0.3H15

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

LINE MARKING

OF

EDGE

BITUMEN

OF

BITUMEN

LP

LP

KERB

CONCRETE

LINE MARKING

UPRIGHT

CONCKERB

CON

CRETE

W88

W89

W90

W91

UPRIG

HT

CONC

W200

LP

LP

LP

LP

LP

TOP OF BANK

METAL FENCE

SIP

UPRIGHT

KERB

UPRIG

HT

CON

CKERB

METAL FENCE

CONCRETE

METAL FENCE

GATE

TOP OFRET WALL

GATE

METAL FENCE

STW GRATE

SL 39.52IL 38.54

STW GRATE

SL 39.49IL 38.78

225mm

Ø

KERB

FCE

UPRIGHT

CONC KERB

TOP OFSI

CONC

39.16

KERB

UPRIGHT

UPRIGHT

CONC

UPRIGHT

CONCKERB

PAVING

STW GRATE

SL 38.52IL 37.77

225mm

Ø

METAL FENCE

UPRIGHTKERB

CONC STW GRATE

SL 38.84

METAL FENCE

252° 53' 25"35.25

BUCKWELL DRIVE

WARNING:BEWARE OF UNDERGROUND SERVICES. THE LOCATION OF SERVICES IFSHOWN, ARE INDICATIVE ONLY AND NO GUARANTEE IS GIVEN THATALL EXISTING SERVICES HAVE BEEN DOCUMENTED. THE CONTRACTORIS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES WITHIN THEWORKS AFFECTED AREAS PRIOR TO ANY ON-SITE EXCAVATION.

SERVICES NOTE:1. EXISTING SERVICES SHOWN ARE BASED ON SURVEY

DATA RECEIVED BY THIS OFFICE.2. ALL EXISTING SERVICES ARE SHOWN DIAGRAMMATIC

ONLY. ALL SERVICES ARE TO BE CONFIRMED ON SITEPRIOR TO CONSTRUCTION.

NOT FOR CONSTRUCTION

ARCHITECT

DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170

CLIENT

DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170

ST. CLARES - CARPARK EXTENSION175 BUCKWELL DRIVEHASSALL GROVE 2761

A1 TX14135.00 - C01 TX14135.00 -ISSUE

DRAWING TITLEPROJECT

AMENDMENTS DATE ISSUE

DRAWNDESIGNED DATE SIZE CAD REF

BY

PROJECT No. DRAWING No.

TO BE PRINTED IN COLOUR

1300 874 294 | TRIAXIAL.COM.AU

SUITE 12, LEVEL 14, 327 PITT STREET, SYDNEY NSW 2000PO BOX A203, SYDNEY SOUTH NSW 1235

CARPARK STORMWATERMANAGEMENT PLAN

C3.01 0

CHECK PRINTENG/DRAFTER:

DATE:

NOTE:THIS IS A PRELIMINARY OR PLANNING DRAWING ONLY, FORTHE PURPOSE OF CONCEPTUAL DESIGN AND/OR PLANNING.FURTHER DETAILED ENGINEERING DESIGN INCLUDINGSPECIFICATIONS, SIZING AND STORMWATER INVERTS TO BEPROVIDED PRIOR TO BUILDING RULES ASSESSMENT ANDCONSTRUCTION.

SCALE 1:100 AT A1 SHEET | 1:200 AT A3 SHEET

0.0 2.01.0m 4.0 6.0 8.0 10.0m

CARPARK STORMWATER MANAGEMENT PLANSCALE 1:100

RMS RMS JUN '19

DP1

IO

PROPOSED LEGENDSYMBOL DESCRIPTION

ALLOTMENT BOUNDARY

STAGING BOUNDARY

EXISTING SPOT LEVEL

DESIGN CONTOUR

600 WIDE CONCRETE SPOON / DISH DRAIN

150 HIGH CONCRETE KERB & GUTTER (UNO)

150 HIGH CONCRETE KERB (UNO)

150 HIGH SLOTTED CONCRETE KERB & GUTTER (UNO)

FLUSH CONCRETE KERB

SELECTED BOLLARD

Ø AS NOTED uPVC STORMWATER PIPE @ 1.0% MIN (UNO)

Ø 100 SLOTTED AG-LINE WRAPPED IN GEOTEXTILE FABRIC @ 1.0% MIN (UNO)

MAJOR OVERLAND FLOW PATH (MIN. FALL 1:200)

SYPHONIC DOWNPIPE (REFER TO SYFON SYSYEMS DRAWINGS FOR DETAILS)

Ø150 PVC DOWNPIPE

SURFACE INSPECTION OPENING

(GIP) GRATED INLET PIT (UNO)

(JB) JUNCTION BOX (UNO)

CONCRETE HEADWALL

EXISTING TREE TO BE REMOVED

RETAINING WALL

B

DP2

39.54

STORMWATER DESIGN NOTEPIPED STORM WATER NETWORK HAS BEEN DESIGNED FOR 5% AEP EVENT WITH A 5 MINUTEINTENSITY EQUAL TO 178mm/hr.

HATCH INDICATES AREA OF PAVEMENT WORKS

P. 38.550

P. 38.60P. 38.50

P. 39.85

P. 39.40

P. 38.305

P. 39.90

P. 39.90P3 - 900SQ GIPCL. 39.70IL. 38.80

P1 - 1.8m SAGCL. 38.30IL. 37.77 (EXISTING)

P. 38.545

P. 39.81

P. 39.50

P2 - 900SQ GIPCL. 39.70IL. 37.87

P. 39.85

Ø300 PVC11.5m @ 1%CONNECT TO EXISTING(EXISTING S/W TO BEUPGRADED)

Ø225 PVC10.4m @ 1.0%

Ø225 PVC16.4m @ 1.0%

RAM

P 1:9

RAM

P 1:1

2

P4 - 900SQ GIPCL. 38.38IL. 37.91

Ø150 PVC12.9m @ 1.0%

Ø225 PVC13.7m @ 1.0%

P5 - 900SQ GIPCL. 38.40IL. 38.04

RW=1.25m

RW=0

.3m

RW=1.2m

RW=0

.78m

RW=1

.25m

RW=0

.3m

RW=0

.3m

RW=1

.2m

RW=1

.1m

RW=0

.2m P6 - 900SQ GIPCL. 39.70IL. 38.90

RMS018-10-2019ISSUED FOR DEVELOPMENT APPLICATION

Page 6: ST. CLARES CARPARK EXTENSION 175 BUCKWELL ......ST. CLARES CARPARK EXTENSION 175 BUCKWELL DRIVE HASSALL GROVE NSW 2761 STORMWATER DRAWINGS NOT FOR CONSTRUCTION ARCHITECT DTA ARCHITECTS

150 VARIES 150

SL82 (CENTRAL)

INVERT LEVEL

COVER LEVEL

PROVIDE CLASS 'D' GALV. GRATED (SUMP)OR CONCRETE COVER (JUNCTION BOX)WITH VERMIN PROOF MESH

GRATED INLET PITOR JUNCTION BOX

SCALE 1:10 AT A1

PAVEMENT (ASSPECIFIED)

FLOW

PLAN VIEW

150 VARIES 150

150

VA

RIES

150

VA

RIES

150

SUB-BASE - 20mm QUARRY RUBBLE PM.2TO ACHIEVE 95% MODIFIED COMPACTIONWITHIN ±2% 'OMC'

SUB-GRADE - TO ACHIEVE 98% STANDARDCOMPACTION AND MINIMUM 5% CBR.

FINISHED SURFACE

STORMWATER PIT SCHEDULEPIT NO. PIT SIZE PIT TYPE INVERT LEVEL (IL.)

P1 1.8m SAG GALVANISED GRATED INLET PIT (HEAVY DUTY) 37.77 EX. CONSTRUCT NEW PIT OVER EXISTING STORMWATER PITP2 900 x 900 37.87P3 900 x 900 38.80P4 900 x 900 37.91P5 900 x 900 38.04

NOTES

GALVANISED GRATED INLET PIT (HEAVY DUTY)GALVANISED GRATED INLET PIT (HEAVY DUTY)GALVANISED GRATED INLET PIT (HEAVY DUTY)GALVANISED GRATED INLET PIT (HEAVY DUTY)

P6 900 x 900 38.90GALVANISED GRATED INLET PIT (HEAVY DUTY)

SIZES AND DETAILS.5. REFER TO P.R.S.C. STD DWG 8-30001 FOR LINTEL

1.3 TONNE, GALVANISED, AND FITTED TO MANUFACTURERS

3. REINFORCING STEEL TO CONFORM TO AS.1302.

2. COVER TO ALL REINFORCING BARS TO BE 40mm MIN.TO AS.3600.

1. PRECAST CONCRETE LINTEL TO BE GRADE N30

4. EACH LIFTING ANCHOR TO BE 'SWIFTLIFT' OR EQUIVALENT

STORMWATER CATCHPIT NOTES:

TO BE SUPPLIED BY CONTRACTOR.

SPECIFICATION.

TRANSITION TO LAYBACKKERB AND CHANNEL

N.T.S.

RCP

FLOWFLOW

TYPICAL CATCHPIT ON SAG(ALL DIMENSIONS GENERALLY AS PER ON GRADE)

CATCHPIT TYPE 'A' FORLAYBACK KERB & CHANNEL

TRANSITION

1500

LINTEL AND CATCHPIT

TRANSITION 1500

135

175

215

135

300NOM.

150

FILL AS SPECIFIED

FINISHED SURFACE LEVEL

SAND COMPACTED IN 150 THICKLAYERS TO A MIN. DENSITY INDEX OF 60%

SUPPORT TO uPVC PIPESSCALE 1:20

SUPPORT TO AG. DRAINSCALE 1:20

759.52.360.600.075

SIEVE SIZE

100100 TO 50100 TO 3050 TO 1525 TO 0

SIDE ZONE MATERIAL GRADING

WEIGHT PASSING (%)

200 200PIPEOD

7515

0 M

IN.

75 SAND BEDDING COMPACTEDTO A MIN. DENSITY INDEX OF 60%

FILL AS SPECIFIED

BIDIM A14 GEOTEXTILESEPARATION LAYER

PIPE WITH GEOTEXTILE STOCKINGLAID ON TRENCH BOTTOM

19mm AGGREGATE90% RETAINED ON 9.5 SEIVE

D

WARNING:BEWARE OF UNDERGROUND SERVICES. THE LOCATION OF SERVICES IFSHOWN, ARE INDICATIVE ONLY AND NO GUARANTEE IS GIVEN THATALL EXISTING SERVICES HAVE BEEN DOCUMENTED. THE CONTRACTORIS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES WITHIN THEWORKS AFFECTED AREAS PRIOR TO ANY ON-SITE EXCAVATION.

SERVICES NOTE:1. EXISTING SERVICES SHOWN ARE BASED ON SURVEY

DATA RECEIVED BY THIS OFFICE.2. ALL EXISTING SERVICES ARE SHOWN DIAGRAMMATIC

ONLY. ALL SERVICES ARE TO BE CONFIRMED ON SITEPRIOR TO CONSTRUCTION.

NOT FOR CONSTRUCTION

ARCHITECT

DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170

CLIENT

DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170

ST. CLARES - CARPARK EXTENSION175 BUCKWELL DRIVEHASSALL GROVE 2761

A1 TX14135.00 - C01 TX14135.00 -ISSUE

DRAWING TITLEPROJECT

AMENDMENTS DATE ISSUE

DRAWNDESIGNED DATE SIZE CAD REF

BY

PROJECT No. DRAWING No.

TO BE PRINTED IN COLOUR

1300 874 294 | TRIAXIAL.COM.AU

SUITE 12, LEVEL 14, 327 PITT STREET, SYDNEY NSW 2000PO BOX A203, SYDNEY SOUTH NSW 1235

CIVIL DETAILS SHEET 1

C4.00 0

CHECK PRINTENG/DRAFTER:

DATE:

NOTE:THIS IS A PRELIMINARY OR PLANNING DRAWING ONLY, FORTHE PURPOSE OF CONCEPTUAL DESIGN AND/OR PLANNING.FURTHER DETAILED ENGINEERING DESIGN INCLUDINGSPECIFICATIONS, SIZING AND STORMWATER INVERTS TO BEPROVIDED PRIOR TO BUILDING RULES ASSESSMENT ANDCONSTRUCTION.

SCALE 1:10 AT A1 SHEET | 1:20 AT A3 SHEET

0.0 0.20.1m 0.4 0.6 0.8 1.0m

RMS RMS JUN '19

RMS018-10-2019ISSUED FOR DEVELOPMENT APPLICATION

Page 7: ST. CLARES CARPARK EXTENSION 175 BUCKWELL ......ST. CLARES CARPARK EXTENSION 175 BUCKWELL DRIVE HASSALL GROVE NSW 2761 STORMWATER DRAWINGS NOT FOR CONSTRUCTION ARCHITECT DTA ARCHITECTS

FLEXIBLE JOINT FILLERWITH SILICONE SEALANT(OR SIMILAR) EACH SIDE

R16 GALV. DOWEL x 600 LGAT EACH ROW OF HORIZ. BARS.TAPE & CAP ONE END.

STOP REINF'T EACHSIDE OF JOINT

R16 GALV. 'L-BARS' ATEACH ROW OF HORIZ. BARS.TAPE & CAP ONE END.

300 MIN.LEG

FLEXIBLE JOINT FILLERWITH SILICONE SEALANT(OR SIMILAR) EACH SIDE

10 GAP

10 G

AP

NOTE:ALL BLOCK CORES TO BE FULLY GROUTED. NOTES SHOWN ARETYPICAL FOR ALL WALLS. ALL BASE KEYS TO BE POURED AGAINSTUNDISTURBED NATURAL GROUND.

RETAINING WALL RW DETAILSCALE 1:20

VERTICAL JOINT DETAILPROVIDE VERTICAL JOINTS INBLOCKWORK 8.0m MAX. CTS.

CORNER DETAIL

RETAINING WALL BLOCKWORKJOINTING DETAILS

SCALE 1:20

N16 Z-BARS IN PAIRS,400 LEGS, AT EACHHORIZ. BAR LOCATION

FOOTING REINF'T.AS NOTED

R10-300 TIES

600 MINOR 1.5 'D'

'D'

STEP

HEI

GHT

800

OR

GRE

ATE

R

STRIP FOOTING STEP 800mm OR GREATERSCALE 1:20

30

65 COVER(TO 'FILL SIDE' OF WALL)

TYPICAL WALL VERTICALREINFORCEMENT DETAIL

N.T.S

FOOTING

BLOCKWORK WALL STARTER BARWALL VERTICAL BARS SIMILAR

F.S.L.

'D' 230

'W''B' WIDTH

600

'H' H

EIG

HTCONTINUOUS AGRICULTURAL

PIPE SURROUNDED WITHRUBBLE FOR DRAINAGE.

PROTECT WITH GEO-TEXTILEFABRIC.

BEARING CAPACITYQa:AS SPECIFIED.

250

50

FREE DRAININGMATERIAL.

CONTROLLED FILL.

MAX 1 IN 4 SLOPE

'X' BARS

'L' BARS

N12 LONGITUDINAL BARSAT 400 CRS TYP. N16 TOTOP COURSE ONLY. OMITON CLEAN OUT BLOCK.

'V' BARS 600 LAP.IMPORTANT: PLACEVERTICAL BARS TOEARTH SIDE.

190 BLOCKWORK WALLCORE GROUT FILL.

TOTAL HEIGHT

LEVEL BACKFILL

DIMENSION SCHEDULE

800 500

'D'HEEL DEPTH

600

1000 500800

1200 5001000

1400 5001200

1600 6001400

1800 7001600

2000 7001800'TM'

PROVIDE 'WEEP'HOLES 800 CRSMAX.

'H'

45°

DENOTES ZONE OF INFLUENCE, NO ONSITEWORKS SHALL DISTURB THIS AREA WITHOUT

PRIOR WRITTEN APPROVAL FROM BARNSON.

SL72 MESH

'Y' BARS, COGEND TO FULL

DEPTH OF HEEL.

HEEL WIDTH

450

600

'W'

N12 AT 400 CRS N12 AT 400 CRS

N12 AT 400 CRS

N12 AT 400 CRS

N16 AT 400 CRS

N16 AT 400 CRS

N16 AT 400 CRS

N16 AT 400 CRS

'L' BARS

LONGITUDINAL

TOTAL HEIGHT

REINFORCEMENT SCHEDULE

800

1000

1200

1400

1600

1800

2000

'H'

---

N12 AT 400 CRS

---

---

VERTICAL BARS

'V'

N12 AT 400 CRS

N12 AT 400 CRS

N12 AT 400 CRS

N16 AT 400 CRS

N16 AT 400 CRS

N16 AT 400 CRS

N16 AT 400 CRS

STARTER BARS

'X'

BARS

'Y'

N12 AT 400 CRS

N12 AT 400 CRS

N12 AT 400 CRS

N12 AT 400 CRS

N12 AT 400 CRS

N12 AT 400 CRS

'B'BASE WIDTH

MAX 1 IN 4 BACKFILL SLOPE

500

'D'HEEL DEPTH

800

5001000

6001200

6001400

7001600

8001800

8002000

'B'BASE WIDTH

450

450

450

450

450

'TM'

TRENCH MESH

4-L12TM

4-L12TM

4-L12TM

4-L12TM

4-L12TM

4-L12TM

5-L12TM

N12 AT 400 CRS

N12 AT 400 CRS

N12 AT 400 CRS

100

WARNING:BEWARE OF UNDERGROUND SERVICES. THE LOCATION OF SERVICES IFSHOWN, ARE INDICATIVE ONLY AND NO GUARANTEE IS GIVEN THATALL EXISTING SERVICES HAVE BEEN DOCUMENTED. THE CONTRACTORIS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES WITHIN THEWORKS AFFECTED AREAS PRIOR TO ANY ON-SITE EXCAVATION.

SERVICES NOTE:1. EXISTING SERVICES SHOWN ARE BASED ON SURVEY

DATA RECEIVED BY THIS OFFICE.2. ALL EXISTING SERVICES ARE SHOWN DIAGRAMMATIC

ONLY. ALL SERVICES ARE TO BE CONFIRMED ON SITEPRIOR TO CONSTRUCTION.

NOT FOR CONSTRUCTION

ARCHITECT

DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170

CLIENT

DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170

ST. CLARES - CARPARK EXTENSION175 BUCKWELL DRIVEHASSALL GROVE 2761

A1 TX14135.00 - C01 TX14135.00 -ISSUE

DRAWING TITLEPROJECT

AMENDMENTS DATE ISSUE

DRAWNDESIGNED DATE SIZE CAD REF

BY

PROJECT No. DRAWING No.

TO BE PRINTED IN COLOUR

1300 874 294 | TRIAXIAL.COM.AU

SUITE 12, LEVEL 14, 327 PITT STREET, SYDNEY NSW 2000PO BOX A203, SYDNEY SOUTH NSW 1235

CIVIL DETAILS SHEET 2

C4.01 0

CHECK PRINTENG/DRAFTER:

DATE:

NOTE:THIS IS A PRELIMINARY OR PLANNING DRAWING ONLY, FORTHE PURPOSE OF CONCEPTUAL DESIGN AND/OR PLANNING.FURTHER DETAILED ENGINEERING DESIGN INCLUDINGSPECIFICATIONS, SIZING AND STORMWATER INVERTS TO BEPROVIDED PRIOR TO BUILDING RULES ASSESSMENT ANDCONSTRUCTION.

SCALE 1:20 AT A1 SHEET | 1:10 AT A3 SHEET

0.0 0.20.1m 0.4 0.6 0.8 1.0m

RMS RMS JUN '19

RMS018-10-2019ISSUED FOR DEVELOPMENT APPLICATION